Attachment 3_Construction Set_LARO.pdf

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SUPPLIES/MATERIALS FOR KELLER FERRY WATER SYSTEM Federal contract opportunity
Solicitation number
140P8320Q0065
Issued by
Department of the Interior National Park Service Pacific West Region

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Sol_140P8320Q0065_Amd_0005.pdf PDF
Sol_140P8320Q0065_Amd_0004.pdf PDF
AMENDMENT THREE_ SF30_140P8320Q0065_0003.pdf PDF
Sol_140P8320Q0065_Amd_0003.pdf PDF
Amendment Two_ SF30 Amendment Two 140P8320Q0065_0002.pdf PDF
Sol_140P8320Q0065_Amd_0002.pdf PDF
Sol_140P8320Q0065_Amd_0001.pdf PDF
AMENDMENT 0001_ SF30 140P8320Q0065_0001.pdf PDF
Attachment 2_ List of Materials_Product Information071720.1595002422384.pdf PDF
ATTACHMENT 1_RFQ140P8320Q0065 SF1449 .pdf PDF
Sol_140P8320Q0065.pdf PDF
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LOCATION: LAKE ROOSEVELT NATIONAL RECREATION AREA

KELLER FERRY MARINA AND CAMPGROUND

SECTION 17, T.28N., R.33W. E.W.M.

COUNTY: LINCOLN

STATE: WASHINGTON

INDEX

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COPYRIGHT 1999 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 1999 - FIREHOUSE DESIGNS

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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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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CONNECT WATER SYSTEMS

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KELLER FERRY MARINA AND CAMPGROUND

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LINCOLN

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WASHINGTON

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CONSTRUCTION DRAWINGS

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PROJECT NO. LARO258887

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LAKE ROOSEVELT NATIONAL RECREATION AREA

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PACIFIC WEST

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SCALE OF FEET

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IMAGES: ..\..\BASES\JEFFS WA PE STAMP SINGLE.JPG;

AutoCAD SHX Text 6/25/20 11:30 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.003 - LARO\ACAD\LARO\258887\DRAWINGS\DISCIPLINE\GEN\G1 COVER OVERVIEW.DWG XREFS: ..\..\BASES\XSU-SITE LARO.DWG; ..\..\BASES\X-BASEMAP LARO.DWG; ..\..\BASES\XC-SITE LARO.DWG;

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EXIST MARINA STORE (TO BE DEMOLISHED)

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EXIST WELL

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EXIST PUMP HOUSE (MARINA SYSTEM)

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EXIST ROOSEVELT RECREATION ENTERPRISES (RRE) MAINTENANCE BUILDING

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EXIST HOSE BIB

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EXIST HOSE BIB

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EXIST MARINA STORE

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EXIST RV DUMP AND WATER FILL STATION

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EXIST WELL AND PUMP HOUSE (CAMPGROUND SYSTEM)

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EXIST DRINKING FOUNTAIN

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EXIST FISH CLEANING STATION

AutoCAD SHX Text EXIST WATER METER AND BACKFLOW PREVENTER (SERVICE TO CAMPGROUND MARINA AND RENTAL SLIPS)

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EXIST HOSE BIB

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EXIST HOSE BIB

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EXIST HOSE BIB

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EXIST COMFORT STATION

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EXIST JOB CORPS BUILDING

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EXIST RV DUMP DRAIN FIELD

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NPS BOUNDARY LINE

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EXIST MARINA STORE DRAIN FIELD

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SHEET SUBSHEET TITLE OF SHEET - KELLER FERRY

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1 COVER AND INDEX SHEET

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2 G2 GENERAL NOTES, LEGEND, IDENTIFICATION

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3 C1 WATER SYSTEM PLAN AND PROFILE

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4 C2 WATER SYSTEM PLAN AND PROFILE

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5 C3 WATER SYSTEM PLAN AND PROFILE

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6 C4 WATER SYSTEM PLAN

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7 C5 WATER DETAILS

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8 C6 WATER DETAILS

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9 C7 WATER DETAILS

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10 C8 PRESSURE TANK REPLACEMENTS

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SYMBOLS AND ABBREVIATIONS

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PROP 2" WATER LINE

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PROP 4" WATER LINE

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PROP 6" WATER LINE

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PROP 6" WATER LINE

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DOH SUBMITTAL #20-0607 REVISION DATE 06/22/20

GENERAL NOTES ABBREVIATIONS

IDENTIFICATION SYMBOLS

LEGEND

SECTION MARKER - SECTION ON DIFFERENT SHEET

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GENERAL NOTES (CONTINUED)

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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GENERAL NOTES, LEGEND,

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IDENTIFICATION SYMBOLS

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AND ABBREVIATIONS

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R.MITCHELL

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M.ROGERS

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J.KEY

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LAKE ROOSEVELT NAT. REC. AREA

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1. CONTRACTOR SHALL CONTACT DIG ALERT AND FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT DIG ALERT AND FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION. DIAL 1-800-227-2600 BEFORE YOU DIG. 2. EXISTING INFORMATION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND EXISTING INFORMATION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND GOVERNMENT-SUPPLIED INFORMATION AVAILABLE AT THE TIME OF DESIGN. VERIFY ALL EXISTING CONDITIONS, PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE CO IF ANY DISCREPANCIES ARE DISCOVERED. 3. EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE AT THE TIME OF DESIGN. ACCURACY OF SUCH INFORMATION IS NOT GUARANTEED AND SHALL BE VERIFIED BY THE CONTRACTOR. SERVICE LINES (i.e., WATER, POWER, SEWER, GAS, COMMUNICATIONS, DATA, IRRIGATION) MAY NOT BE BURIED AT EVEN DEPTHS OR AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL NOTIFY EACH UTILITY COMPANY PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATES. 4. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT ACTIVELY MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT ACTIVELY IN PROGRESS AND DURING NON-WORK HOURS. 5. THE CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN THE CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN ADVANCE OF ORDERING MATERIALS AND MAKING THE CONNECTION. 6. ALL EXISTING UTILITIES THAT ARE TO BE REMOVED OR ABANDONED SHALL BE CAPPED AND ALL EXISTING UTILITIES THAT ARE TO BE REMOVED OR ABANDONED SHALL BE CAPPED AND PLUGGED AT THE TERMINATION POINTS. 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION. MAINTAIN (1) MINIMUM 10 FT WIDTH DRIVE LANE AT ALL TIMES. 8. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, AND ANIMALS, AND OTHER NATURAL MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, AND ANIMALS, AND OTHER NATURAL RESOURCES DURING CONSTRUCTION. CONFINE CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA. IN NO CASE SHALL CONSTRUCTION EXTEND BEYOND LIMITS OF CONSTRUCTION INDICATED WITHOUT PRIOR APPROVAL BY THE CO AND SHALL NOT EXTEND OUTSIDE ROAD SHOULDER. CONTRACTOR SHALL LIMIT TURN AROUND TO EXISTING PULLOUTS, DRIVES, AND PARKING AREAS. 9. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED, CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED, STORMWATER POLLUTION PREVENTION PLAN AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. 10. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT THE REDLINE DRAWINGS TO THE CO FOR REVIEW/APPROVAL. 11. ALL NEW CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL ALL NEW CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR CODE COMPLIANCE. WHERE CONFLICTS OCCUR, THE MOST STRINGENT SHALL APPLY. 12. THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10'-0" (OUTSIDE WALL TO OUTSIDE WALL) THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10'-0" (OUTSIDE WALL TO OUTSIDE WALL) OF CLEARANCE IS TO BE MAINTAINED HORIZONTALLY BETWEEN ALL WATER AND SEWER/DRAIN FIELDS. THE CONTRACTOR MUST ALSO ENSURE THAT 1'-6" OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER/STORM MAINS THAT CROSS. 13. THE CONTRACTOR SHALL NOTIFY THE CO A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY THE CONTRACTOR SHALL NOTIFY THE CO A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WATER RELATED WORK. 14. THE CONTRACTOR SHALL NOTIFY THE CO A MINIMUM OF 48 HOURS PRIOR TO ANY WATER MAIN THE CONTRACTOR SHALL NOTIFY THE CO A MINIMUM OF 48 HOURS PRIOR TO ANY WATER MAIN TAPS. ALL LIVE WATER MAIN TAPS SHALL BE PERFORMED BY THE CONTRACTOR. 15. USE WSDOT/APWA STANDARD SPECIFICATION (DIVISION 7) AND AWWA C651 - STANDARD FOR USE WSDOT/APWA STANDARD SPECIFICATION (DIVISION 7) AND AWWA C651 - STANDARD FOR DISINFECTING WATER MAINS FOR PRESSURE, LEAKAGE AND DISINFECTION STANDARD PRACTICES. A WATER MAIN CANNOT BE PLACED INTO SERVICE UNTIL IT IS FLUSHED AND PROPERLY DISINFECTED, TEST RESULTS SHOW THAT THE WATER FROM IT IS SAFE TO DRINK, AND THE ENGINEER IN CHARGE OF THE PROJECT SUBMITS A CONSTRUCTION COMPLETION FORM TO DOH. TO ENSURE MEANINGFUL BACTERIOLOGICAL RESULTS, COLLECT COLIFORM SAMPLES AFTER YOU FLUSH THE WATER MAIN AND CHLORINE RESIDUALS RETURN TO BACKGROUND LEVELS. 16. HYDROSTATIC PRESSURE TEST & LEAKAGE - WATER MAIN APPURTENANCES AND SERVICE HYDROSTATIC PRESSURE TEST & LEAKAGE - WATER MAIN APPURTENANCES AND SERVICE CONNECTIONS TO THE METER SETTER SHALL BE TESTED IN SECTIONS OF CONVENIENT LENGTH UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI. PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND MEASURING EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. SECTIONS TO BE TESTED SHALL BE LIMITED TO 1,500 FEET. SEE PROJECT REPORT FOR ADDITIONAL GUIDANCE. 17. FLUSHING - SECTIONS OF PIPE TO BE DISINFECTED SHALL FIRST BE FLUSHED TO REMOVE ANY FLUSHING - SECTIONS OF PIPE TO BE DISINFECTED SHALL FIRST BE FLUSHED TO REMOVE ANY SOLIDS OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME LODGED IN THE PIPE. TAPS REQUIRED BY THE CONTRACTOR FOR TEMPORARY OR PERMANENT RELEASE OF AIR, CHLORINATION OR FLUSHING PURPOSES SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE CONSTRUCTION OF WATER MAINS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF TREATED WATER FLUSHED FROM MAINS AND SHALL NEUTRALIZE THE WASTEWATER FOR PROTECTION OF AQUATIC LIFE IN THE RECEIVING WATER BEFORE DISPOSAL INTO ANY NATURAL DRAINAGE CHANNEL, I.E., RECEIVING WATER, WATERS OF THE STATE, INCLUDING WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF DISINFECTING SOLUTION TO THE SATISFACTION OF THE CONTRACTING AGENCY AND LOCAL AUTHORITIES. AT A MINIMUM, CHLORINATED WATER SHALL BE DECHLORINATED TO A CONCENTRATION OF 0.1 PARTS PER MILLION (PPM) OR LESS, AND PH ADJUSTMENT TO WITHIN 6.5 - 8.5 STANDARD UNITS BEFORE DISCHARGING TO SURFACE WATERS OF THE STATE OR TO A STORM SEWER SYSTEM THAT DRAINS TO SURFACE WATERS OF THE STATE. SEE PROJECT REPORT FOR ADDITIONAL GUIDANCE.

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K KILOMETER KILOMETER KW KILOWATTKILOWATT

AutoCAD SHX Text W WATER OR WEST WATER OR WEST W/ WITH WITH W/O WITHOUT WITHOUT WV WATER VALVE WATER VALVE WWF WELDED WIRE FABRIC WELDED WIRE FABRIC X USED AS A VARIABLE USED AS A VARIABLE XING CROSSING CROSSING YD YARDYARD

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UG UNDERGROUND UNDERGROUND UPC UNIFORM PLUMBING CODEUNIFORM PLUMBING CODE

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THD THREAD THREAD TV CABLE TELEVISION CABLE TELEVISION TYP TYPICALTYPICAL

AutoCAD SHX Text SECT SECTION SECTION SF SQUARE FOOT OR FEET SQUARE FOOT OR FEET SQ SQUARE SQUARE SQFT SQUARE FOOT OR FEET SQUARE FOOT OR FEET SS SANITARY SEWER OR SANITARY SEWER OR STAINLESS STEEL SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE STA STATION STATION STD STANDARD STANDARD SY SQUARE YARDSSQUARE YARDS

AutoCAD SHX Text R RADIUS RADIUS RDCR REDUCER REDUCER RPA ROBERT PECCIA ROBERT PECCIA & ASSOCIATES RT RIGHTRIGHT

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PE PLAIN END PLAIN END PH PHONE PHONE PLCS PLACES PLACES PROP PROPOSEDPROPOSED

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OC ON CENTER ON CENTER OD OUTSIDE DIAMETEROUTSIDE DIAMETER

AutoCAD SHX Text N NORTH NORTH N.I.C. NOT IN CONTRACT NOT IN CONTRACT NO. NUMBER NUMBER NPT NATIONAL PIPE THREAD NATIONAL PIPE THREAD NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NTS NOT TO SCALENOT TO SCALE

AutoCAD SHX Text MAX MAXIMUM MAXIMUM MC MECHANICAL COUPLING MECHANICAL COUPLING MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MJ MECHANICAL JOINTMECHANICAL JOINT

AutoCAD SHX Text LB(S) POUND(S) POUND(S) LF LINEAL FOOT OR LINEAL FOOT OR LINEAR FEET LP LOW POINT LOW POINT LT LEFTLEFT

AutoCAD SHX Text ID INSIDE DIAMETER INSIDE DIAMETER IN INCH INCH INFO INFORMATION INFORMATION INV INVERTINVERT

AutoCAD SHX Text HDPE HIGH DENSITY POLYETHYLENE PIPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINTHIGH POINT

AutoCAD SHX Text CARV COMBINATION AIR RELEASE VALVE COMBINATION AIR RELEASE VALVE CATV CABLE TELEVISION CABLE TELEVISION CF CUBIC FEET CUBIC FEET CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CIP CAST-IN-PLACE CAST-IN-PLACE CL CENTERLINE CENTERLINE CLR CLEAR CLEAR CO CONTRACTING OFFICER CONTRACTING OFFICER CONC CONCRETE CONCRETE CP CONTROL POINT CONTROL POINT CPLG COUPLING COUPLING CV CHECK VALVE CHECK VALVE CY CUBIC YARDSCUBIC YARDS

AutoCAD SHX Text BF BLIND FLANGE OR BUTT FUSED BLIND FLANGE OR BUTT FUSED BLDG BUILDING BUILDING BV BALL VALVEBALL VALVE

AutoCAD SHX Text & AND AND @ AT AT AB ANCHOR BOLT ANCHOR BOLT ADJ ADJUST OR ADJUSTABLE ADJUST OR ADJUSTABLE ANC ANCHOR ANCHOR ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE, APPROXIMATELY APPROXIMATE, APPROXIMATELY ARV AIR RELEASE VALVE AIR RELEASE VALVE AWWA AMERICAN WATER WORKS AMERICAN WATER WORKS ASSOCIATION

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EXIST UNDERGROUND POWER

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EXIST UNDERGROUND PHONE

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AutoCAD SHX Text G GAS GAS GA GAUGE GAUGE GALV GALVANIZED GALVANIZED GPD GALLONS PER DAY GALLONS PER DAY GPM GALLONS PER MINUTE GALLONS PER MINUTE GPS GLOBAL POSITIONING SYSTEM GLOBAL POSITIONING SYSTEM OR GALLONS PER SECOND GSP GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE GTD GRADE TO DRAIN GRADE TO DRAIN GV GATE VALVEGATE VALVE

AutoCAD SHX Text FCA FLANGED COUPLING ADAPTER FLANGED COUPLING ADAPTER FF FINISHED FLOOR FINISHED FLOOR FG FINISH GRADE FINISH GRADE FL FLANGE FLANGE FO FIBER OPTIC FIBER OPTIC FS FINISHED SURFACE FINISHED SURFACE FT FOOT OR FEETFOOT OR FEET

AutoCAD SHX Text EA EACH EACH EG EXISTING GRADE EXISTING GRADE ELEV ELEVATION ELEVATION EOC EDGE OF CONCRETE EDGE OF CONCRETE EOP EDGE OF PAVEMENT EDGE OF PAVEMENT EW EACH WAY EACH WAY EXT EXTERIOR EXTERIOR EXIST EXISTINGEXISTING

AutoCAD SHX Text DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DI DUCTILE IRON I DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER DIMJ DUCTILE IRON MECHANICAL JOINT DUCTILE IRON MECHANICAL JOINT DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DWG DRAWINGDRAWING

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EXIST WATER LINE

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EXIST WATER VALVE

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PROPOSED VAULT

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PROPOSED WATER LINE

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SECTION/DETAIL SHOWN ON THIS SHEET

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18. CHLORINATION - BEFORE BEING PLACED INTO SERVICE, NEW MAINS AND REPAIRED PORTIONS OF, CHLORINATION - BEFORE BEING PLACED INTO SERVICE, NEW MAINS AND REPAIRED PORTIONS OF, OR EXTENSIONS TO, EXISTING MAINS SHALL BE CHLORINATED SO THAT A CHLORINE RESIDUAL OF NOT LESS THAN 25 MG/L REMAINS IN THE WATER AFTER STANDING 24 HOURS IN THE PIPE. THE INITIAL CHLORINE CONTENT OF THE WATER SHALL BE NOT LESS THAN 50 MG/L. TREATED WATER SHALL BE RETAINED IN THE PIPE AT LEAST 24 HOURS. AFTER THIS PERIOD, THE CHLORINE RESIDUAL AT PIPE EXTREMITIES AND AT OTHER REPRESENTATIVE POINTS SHALL BE AT LEAST 25 MG/L. THE CHLORINATING PROCEDURE TO BE FOLLOWED SHALL BE AS SPECIFIED IN AWWA STANDARD C651. SEE PROJECT REPORT FOR ADDITIONAL GUIDANCE. 19. FINAL FLUSHING AND TESTING - FOLLOWING CHLORINATION, TREATED WATER SHALL BE FLUSHED FINAL FLUSHING AND TESTING - FOLLOWING CHLORINATION, TREATED WATER SHALL BE FLUSHED FROM THE NEWLY-LAID PIPE UNTIL THE REPLACEMENT WATER THROUGHOUT ITS LENGTH SHOWS, UPON TEST, THE ABSENCE OF CHLORINE. IN THE EVENT CHLORINE IS NORMALLY USED IN THE SOURCE OF SUPPLY, THEN THE TESTS SHALL SHOW A RESIDUAL NOT IN EXCESS OF THAT CARRIED IN THE WATER SUPPLY SYSTEM. A SAMPLE TAP SHALL BE LOCATED AHEAD OF THE FLUSHING HOSE FOR CONVENIENCE AND FOR SANITARY SAMPLING. BEFORE PLACING THE LINES INTO SERVICE, A SATISFACTORY REPORT SHALL BE RECEIVED FROM THE LOCAL OR STATE HEALTH DEPARTMENT ON SAMPLES COLLECTED FROM REPRESENTATIVE POINTS IN THE NEW SYSTEM. SAMPLES WILL BE COLLECTED AND BACTERIOLOGICAL TESTS OBTAINED BY THE NPS ENGINEER. AT A MINIMUM, CHLORINATED WATER SHALL BE DECHLORINATED TO A CONCENTRATION OF 0.1 PARTS PER MILLION (PPM) OR LESS, AND PH ADJUSTMENT TO WITHIN 6.5 TO 8.5 STANDARD UNITS, IF NECESSARY, BEFORE DISCHARGING TO SURFACE WATERS OF THE STATE OR TO A STORM SEWER SYSTEM THAT DRAINS TO SURFACE WATERS OF THE STATE. 20. REPETITION OF FLUSHING AND TESTING - SHOULD THE INITIAL TREATMENT RESULT IN AN REPETITION OF FLUSHING AND TESTING - SHOULD THE INITIAL TREATMENT RESULT IN AN UNSATISFACTORY BACTERIOLOGICAL TEST, THE ORIGINAL CHLORINATION PROCEDURE SHALL BE REPEATED BY THE CONTRACTOR UNTIL SATISFACTORY RESULTS ARE OBTAINED. FAILURE TO GET A SATISFACTORY TEST SHALL BE CONSIDERED AS FAILURE OF THE CONTRACTOR TO KEEP THE PIPE CLEAN DURING CONSTRUCTION, OR TO PROPERLY CHLORINATE THE MAIN.

6" & 1" HDPE

(IPS, DR 11)

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AutoCAD SHX Text NOTES: LOCATION AND CONFIGURATION OF EXIST 6" WATER LINE IS UNKNOWN. EXPLORATORY EXCAVATION WILL RE REQUIRED TO DETERMINE LOCATION AND CONFIGURATION OF EXIST WATER LINE AT CONNECTION. LOCATION, TYPE AND SIZE OF WATER LINE TO RV WATER FILL STATION IS UNKNOWN. INSTALL NEW REDUCED PRESSURE BACKFLOW ASSEMBLY IN VAULT AND NEW WATER LINE AS REQUIRED AND CONNECT TO EXIST WATER LINE FOR RV WATER FILL STATION. 3. MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS AND APPURTENANCES AND DEVICES IN CONTACT WITH WATER SHALL BE NSF 61 CERTIFIED. 4. WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL MEET AWWA C-901/C-906 AND NSF/ANSI 61 STANDARDS.

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SCALE OF FEET

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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KELLER FERRY

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WATER SYSTEM

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PLAN AND PROFILE

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R.MITCHELL

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M.ROGERS

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J.KEY

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LAKE ROOSEVELT NAT. REC. AREA

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IMAGES: ..\..\BASES\JEFFS WA PE STAMP SINGLE.JPG;

AutoCAD SHX Text 6/25/20 11:30 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.003 - LARO\ACAD\LARO\258887\DRAWINGS\DISCIPLINE\CIVIL\C1 WATR PNPS.DWG XREFS: ..\..\BASES\XSU-SITE LARO.DWG; ..\..\BASES\X-BASEMAP LARO.DWG; ..\..\BASES\XC-SITE LARO.DWG;

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EXIST RV DUMP AND WATER FILL STATION

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EXIST RV DUMP DRAIN FIELD

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EXIST DRAIN FIELD FOR MARINA STORE

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EXIST 3" PVC WATER LINE (PER AS-BUILTS)

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EXIST 6" PVC WATER LINE (PER AS-BUILTS)

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EXIST WATER VALVE

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EXIST CMP VAULT WITH METER (TO BE ABANDONED)

AutoCAD SHX Text EXIST WATER LINE TO RV WATER FILL STATION (LOCATION OF LINE IS UNKNOWN, TO BE ABANDONED)

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NPS BOUNDARY LINE

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NPS BOUNDARY LINE

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EXIST POWER TRANSFORMER

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EXIST SIGN TO BE REMOVED AND REPLACED

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EXIST SIGN TO BE REMOVED AND REPLACED

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MATCH LINE (SEE SHEET C2)

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EXIST UG POWER

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PROP 6" HDPE (IPS, DR 11) WATER LINE

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WATER LINE TRENCH (TYP)

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AIR RELEASE/BACKFLOW ASSEMBLY VAULT (AT HIGH POINT)

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EXIST CONNECTION

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EXIST POWER TRANSFORMER

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EXIST GROUND

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PROP 6" HDPE (IPS, DR 11) WATER LINE

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6" HDPE (IPS, DR 11) WATER LINE

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STA. 12+71.12 AIR RELEASE/BACKFLOW ASSEMBLY VAULT (AT HIGH POINT)

AutoCAD SHX Text STA. 10+20.00 6" RESTRAINED COUPLING CONNECT 6" HDPE WATER LINE TO EXIST 6" PVC WATER LINE

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AutoCAD SHX Text C1

AutoCAD SHX Text C6

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AutoCAD SHX Text C1

AutoCAD SHX Text C6

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AutoCAD SHX Text C1

AutoCAD SHX Text C5

AutoCAD SHX Text A

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AutoCAD SHX Text CONNECTION 1" HDPE PIPE FROM VAULT TO EXIST LINE FOR RV WATER FILL STATION. (LOCATION, SIZE AND TYPE OF EXIST LINE IS UNKNOWN)

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ASPHALT SECTION REMOVAL AND REPLACEMENT (MATCH EXIST)

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CAUTION - EXIST UG POWER IN THIS VICINITY

6" & 4" HDPE

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COPYRIGHT 1999 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

IMAGES: ..\..\BASES\JEFFS WA PE STAMP SINGLE.JPG;

AutoCAD SHX Text 6/25/20 11:30 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.003 - LARO\ACAD\LARO\258887\DRAWINGS\DISCIPLINE\CIVIL\C1 WATR PNPS.DWG XREFS: ..\..\BASES\XSU-SITE LARO.DWG; ..\..\BASES\X-BASEMAP LARO.DWG; ..\..\BASES\XC-SITE LARO.DWG;

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SCALE OF FEET

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AutoCAD SHX Text 1" = 40'

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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KELLER FERRY

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WATER SYSTEM

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PLAN AND PROFILE

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AutoCAD SHX Text 154,656

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R.MITCHELL

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M.ROGERS

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J.KEY

AutoCAD SHX Text 6/22/20

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LAKE ROOSEVELT NAT. REC. AREA

AutoCAD SHX Text C2

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EXIST FISH CLEANING STATION

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MATCH LINE (SEE SHEET C1)

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EXIST UG POWER

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NEW 6" HDPE WATER LINE

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MATCH LINE (SEE SHEET C3)

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EXIST UG PHONE

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EXIST SIGNS TO BE REMOVED AND REPLACED

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4" HDPE WATER LINE

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WATER LINE TRENCH (TYP)

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TEE VAULT

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FLUSHING HYDRANT (2") STA. 23+91.12, 5.0' LT (AT LOW POINT)

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EXIST POWER TRANSFORMER

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NPS BOUNDARY LINE

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EXIST GROUND

AutoCAD SHX Text STA. 24+37.69 6"x4" HDPE REDUCER (BFxBF)

AutoCAD SHX Text STA. 23+91.12 6"x2" HDPE TEE (BFxBF) (FLUSHING HYDRANT)

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STA. 24+46.38 NEW TEE VAULT

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6" HDPE (IPS, DR 11) WATER LINE

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4" HDPE (IPS, DR 11) WATER LINE

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EXIST SIGN TO BE REMOVED AND REPLACED

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AutoCAD SHX Text C2

AutoCAD SHX Text C7

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AutoCAD SHX Text NOTES: ONLY ONE ACCESS TO BOAT RAMP AND PARKING LOT SHALL BE CLOSED AT A TIME. 2. MATERIALS TO BE USED IN THIS PROJECT MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS AND APPURTENANCES AND DEVICES IN CONTACT WITH WATER SHALL BE NSF 61 CERTIFIED. 3. WATER PIPE SHALL BE IPS SDR 11 HDPE WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL MEET AWWA C-901/C-906 AND NSF/ANSI 61 STANDARDS.

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ASPHALT SECTION REMOVAL AND REPLACEMENT (MATCH EXIST)

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ASPHALT SECTION REMOVAL AND REPLACEMENT (MATCH EXIST)

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AutoCAD SHX Text STA. 26+01.89 4"-22.5° & 45° HDPE BEND (BFxBF)

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CAUTION - EXIST UG PHONE IN THIS VICINITY

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CAUTION - EXIST UG PHONE IN THIS VICINITY

4"-22.5° & 45° HDPE BEND (BFxBF)STA. 26+01.8926+01.89

4" HDPE

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COPYRIGHT 1999 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

AutoCAD SHX Text NOTES: 1. MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS AND APPURTENANCES AND DEVICES IN CONTACT WITH WATER SHALL BE NSF 61 CERTIFIED. 2. WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL MEET AWWA C-901/C-906 AND NSF/ANSI 61 STANDARDS.

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IMAGES: ..\..\BASES\JEFFS WA PE STAMP SINGLE.JPG;

AutoCAD SHX Text 6/25/20 11:30 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.003 - LARO\ACAD\LARO\258887\DRAWINGS\DISCIPLINE\CIVIL\C1 WATR PNPS.DWG XREFS: ..\..\BASES\XSU-SITE LARO.DWG; ..\..\BASES\X-BASEMAP LARO.DWG; ..\..\BASES\XC-SITE LARO.DWG;

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SCALE OF FEET

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AutoCAD SHX Text 1" = 40'

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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KELLER FERRY

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WATER SYSTEM

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PLAN AND PROFILE

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AutoCAD SHX Text 154,656

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R.MITCHELL

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M.ROGERS

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J.KEY

AutoCAD SHX Text 6/22/20

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LAKE ROOSEVELT NAT. REC. AREA

AutoCAD SHX Text C3

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EXIST CAMPGROUND PUMP HOUSE AND WELL

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EXIST DRINKING FOUNTAIN

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EXIST PIT TOILET

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EXIST JOB CORPS QUARTERS

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EXIST TRAILS (TYP)

AutoCAD SHX Text EXIST WATER METER AND BACKFLOW PREVENTER (SERVICE TO CAMPGROUND MARINA AND RENTAL SLIPS)

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EXIST PIT TOILET

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EXIST FISH CLEANING STATION

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EXIST 2" PVC WATER LINE

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MATCH LINE (SEE SHEET C2)

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PROP 4" HDPE WATER LINE

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WATER LINE TRENCH (TYP)

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TIE-IN VAULT (AT HIGH POINT)

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EXIST UG POWER

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EXIST POWER TRANSFORMER

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EXIST GROUND

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4" HDPE (IPS, DR 11) WATER LINE

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STA. 28+36.47 28+36.47 TIE-IN VAULT (AIR RELEASE) (HIGH POINT)

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EXIST 1" PVC WATER LINE

AutoCAD SHX Text STA. 28+01.12 28+01.12 4"x2" HDPE TEE (BFxBF) (FOR CAMPGROUND WATER LINE)

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PROP 2" HDPE WATER LINE (SEE SHEET C4)

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AutoCAD SHX Text C3

AutoCAD SHX Text C7

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AutoCAD SHX Text C3

AutoCAD SHX Text C5

AutoCAD SHX Text A

AutoCAD SHX Text C3

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CAUTION - EXIST UG POWER IN THIS VICINITY

PHOTOGRAPH OF PHYSICAL SEPARATION TO BE

SUPPLIED TO WASHINGTON DEPARTMENT OF HEALTH.

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COPYRIGHT 1999 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 2000 - FIREHOUSE DESIGNS

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COPYRIGHT 1999 - FIREHOUSE DESIGNS

AutoCAD SHX Text H

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SCALE OF FEET

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AutoCAD SHX Text 1" = 40'

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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KELLER FERRY

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WATER SYSTEM PLAN

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AutoCAD SHX Text 154,656

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AutoCAD SHX Text

AutoCAD SHX Text

R.MITCHELL

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M.ROGERS

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J.KEY

AutoCAD SHX Text 6/22/20

AutoCAD SHX Text

LAKE ROOSEVELT NAT. REC. AREA

AutoCAD SHX Text C4

AutoCAD SHX Text

IMAGES: ..\..\BASES\JEFFS WA PE STAMP SINGLE.JPG;

AutoCAD SHX Text 6/25/20 11:30 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.003 - LARO\ACAD\LARO\258887\DRAWINGS\DISCIPLINE\CIVIL\C1 WATR PNPS.DWG XREFS: ..\..\BASES\XSU-SITE LARO.DWG; ..\..\BASES\X-BASEMAP LARO.DWG; ..\..\BASES\XC-SITE LARO.DWG;

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EXIST PIT TOILET

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EXIST COMFORT STATION

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EXIST HYDRANT (HOSE BIB)

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EXIST HYDRANT (HOSE BIB)

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EXIST HYDRANT (HOSE BIB)

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EXIST CAMPGROUND PUMP HOUSE AND WELL

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EXIST DRINKING FOUNTAIN

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EXIST PIT TOILET

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EXIST JOB CORPS QUARTERS

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EXIST TRAILS (TYP)

AutoCAD SHX Text EXIST WATER METER AND BACKFLOW PREVENTER (SERVICE TO CAMPGROUND MARINA AND RENTAL SLIPS)

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EXIST PIT TOILET

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EXIST FISH CLEANING STATION

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FLUSHING HYDRANT (2")

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EXIST DOMESTIC WATER SUPPLY LINE TO BE CUT AND CAPPED FROM PUMP HOUSE.

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PROP IRRIGATION LINE (SIZE & TYPE) TO BE DETERMINED BY OTHERS

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CUT AND CAP EXIST IRRIGATION LINE. REMOVE EXIST IRRIGATION BACKFLOW DEVICE.

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EXIST 1 " GALVANIZED WATER LINE 12" GALVANIZED WATER LINE (PROTECT AND MAINTAIN)

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EXIST 1 " GALVANIZED WATER LINE 12" GALVANIZED WATER LINE (TO BE ABANDONED)

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EXIST 1 " GALVANIZED WATER LINE 12" GALVANIZED WATER LINE (PROTECT AND MAINTAIN)

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EXIST 1" PVC WATER LINE

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EXIST 2" PVC WATER LINE

AutoCAD SHX Text PROP 4"x2" HDPE TEE (IPS, DR 11)

AutoCAD SHX Text CONNECT PROP 2" HDPE WATER LINE TO EXIST 1 " GALVANIZED WATER LINES 12" GALVANIZED WATER LINES (FITTINGS REQUIRED TO BE DETERMINED WHEN EXIST LINE IS EXPOSED)

AutoCAD SHX Text

EXIST 1 " GALVANIZED WATER LINE 12" GALVANIZED WATER LINE (PROTECT AND MAINTAIN)

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EXIST 1 " GALVANIZED WATER LINE 12" GALVANIZED WATER LINE (PROTECT AND MAINTAIN)

AutoCAD SHX Text DISCONNECT WATER LINE FROM BUILDING AND INSTALL FLUSHING HYDRANT (2") ON END OF LINE.

AutoCAD SHX Text PROP 2"x1" HDPE TEE (BFxBF)

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AutoCAD SHX Text C4

AutoCAD SHX Text C5

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EXIST 1 " WATER VALVE 12" WATER VALVE (PROTECT AND MAINTAIN)

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PROP 2" HDPE LINE (IPS, DR 11)

AutoCAD SHX Text NOTES: ADDITIONAL FITTINGS MAY BE NECESSARY TO CONNECT NEW 1" LINE TO EXIST CAMP HOST WATER SUPPLY. VERTICAL/HORIZONTAL ADJUSTMENTS MAY BE NECESSARY TO CONNECT FLUSHING HYDRANT TO EXIST LINE. ADDITIONAL FITTINGS MAY BE NECESSARY TO CONNECT 2" FLUSHING HYDRANT TO EXIST LINE. 3. MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS AND APPURTENANCES AND DEVICES IN CONTACT WITH WATER SHALL BE NSF 61 CERTIFIED. 4. WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL MEET AWWA C-901/C-906 AND NSF/ANSI 61 STANDARDS. REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBAS) SHALL BE APOLLO RPLF 4A SERIES OR APPROVED EQUAL AND MEET AWWA 4A SERIES OR APPROVED EQUAL AND MEET AWWA C511 AND NSF/ANSI 61 STANDARDS.STANDARDS.

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CAP EXIST LINE

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CAP EXIST LINE

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CONNECT PROP LINE TO EXIST CAMP HOST WATER SUPPLY

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AutoCAD SHX Text PROP 1" REDUCED PRESSURE BACKFLOW ASSEMBLY TO BE INSTALLED ON EXIST 1" LINE TO FISH CLEANING STATION. ASSEMBLY SHALL BE INSTALLED AS REQUIRED BY NPS STAFF FOR OPERATIONS AND MAINTENANCE.

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4'-0" MIN COVER

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WATER LINE TRENCH

AutoCAD SHX Text NOTES: STANDARD DETAIL #02221 INSERT INTO MODEL SPACE SCALE TO PAPER SPACE AT 1 UNIT PAPER SPACE=12 UNITS MODEL SPACE. DRAWING BASED ON 6" DIA PIPE.

AutoCAD SHX Text

AutoCAD SHX Text C1-C3

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6" MIN. BEDDING WHEN REQUIRED

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PIPE BEDDING

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BACKFILL

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DETECTABLE MARKING TAPE

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WIDEN TRENCH AS NEEDED ABOVE PIPE

AutoCAD SHX Text NOTES: WATER LINE TRENCH 1. VERIFY THAT COMPACTION METHODS ARE COMPATIBLE WITH PIPE MANUFACTURER'S VERIFY THAT COMPACTION METHODS ARE COMPATIBLE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. ANY DAMAGE TO THE PIPE WILL BE THE CONTRACTOR'S RESPONSIBILITY. TRENCH SHALL BE CONSTRUCTED TO OSHA SPECIFICATIONS FOR EXCAVATION. DRAWINGS DO NOT SHOW TRENCH DIMENSIONS OR BACKSLOPES THAT MAY BE REQUIRED. CONSTRUCTOR REQUIRED TO DETERMINE WHICH OSHA SPECIFICATIONS ARE APPLICABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH EXCAVATION AND SAFETY PER OSHA SPECIFICATIONS. NO ROCKS OR LUMPS LARGER THAN 1 " IN ANY DIMENSION SHALL BE 12" IN ANY DIMENSION SHALL BE ALLOWED WITHIN 6" OF THE PIPE. USE SUITABLE NATIVE MATERIAL FOR BACKFILL AND PIPE BEDDING. PIPE BEDDING PIPE BEDDING SHALL BE HAUNCHED UNDER PIPE WITH SHOVEL. PIPE BEDDING SHALL BE A CLEAN NATURAL SAND, FREE FROM WOOD WASTE, ORGANIC MATERIAL, AND OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS AND SHALL HAVE A MAXIMUM DIMENSION OF 1½ INCHES. WARNING TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND BE 3 INCHES WIDE AND SHALL CONFORM TO APWA COLORS. USE LABELED AND COLOR-CODED TAPE USE LABELED AND COLOR-CODED TAPE FOR THE APPROPRIATE UTILITY PIPE, PLACED 12"-24" BELOW FINISHED SURFACE. TONER WIRE SHALL BE 12-GAUGE HDPE OR HMWPE INSULATED SOLID CORE AND APPROVED FOR DIRECT BURY. TONER WIRE SHALL BE TAPED EVERY 5 FEET TO THE TOP OF THE WATER MAIN. ALL SPLICES SHALL BE MADE WITH MOISTURE DISPLACEMENT CONNECTORS. 7. COMPACT BACKFILL TO 95% OF MAXIMUM DENSITY DETERMINED BY A STANDARD COMPACT BACKFILL TO 95% OF MAXIMUM DENSITY DETERMINED BY A STANDARD PROCTOR. (ASTM D 698-91.) 8. FINISHED GRADE MUST MATCH THE ORIGINAL EXISTING GRADE WHERE PIPE IS FINISHED GRADE MUST MATCH THE ORIGINAL EXISTING GRADE WHERE PIPE IS INSTALLED UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

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EXIST ASPHALT

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EXIST GROUND

AutoCAD SHX Text C

AutoCAD SHX Text L

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TYPICAL SECTION TRENCH LOCATION

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AutoCAD SHX Text C1-C3

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NO SCALE

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NO SCALE

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WATER LINE TRENCH DETAIL (SEE DETAIL 1 THIS SHEET)

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NO SCALE

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FLUSHING HYDRANT (2")

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AutoCAD SHX Text C2,C4

AutoCAD SHX Text NOTES: STANDARD DETAIL #XXXXX INSERT INTO MODEL SPACE SCALE TO PAPER SPACE AT 1 UNIT PAPER SPACE= 12 UNITS MODEL SPACE. DRAWING BASED ON 2" DIA PIPE.

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MIN.

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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WATER DETAILS

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AutoCAD SHX Text 154,656

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AutoCAD SHX Text

R.MITCHELL

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M.ROGERS

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J.KEY

AutoCAD SHX Text 6/22/20

AutoCAD SHX Text

LAKE ROOSEVELT NAT. REC. AREA

AutoCAD SHX Text C5

AutoCAD SHX Text 6/25/20 11:31 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.003 - LARO\ACAD\LARO\258887\DRAWINGS\DISCIPLINE\CIVIL\C5 WATR DETLS.DWG IMAGES: ..\..\BASES\JEFFS WA PE STAMP SINGLE.JPG;

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EXIST GRADE (TYP)

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FINISHED GRADE

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TRACER WIRE

AutoCAD SHX Text NOTES: FLUSHING HYDRANT 1. FLUSHING HYDRANT SHALL BE NO. 77 MAINGUARD POST HYDRANT AS MANUFACTURED BY FLUSHING HYDRANT SHALL BE NO. 77 MAINGUARD POST HYDRANT AS MANUFACTURED BY KUPFERLE COMPANY, ST. LOUIS, MO OR APPROVED EQUAL. FLUSHING HYDRANT SHALL BE NSF 61 CERTIFIED. (FROST FREE) 2. BEDDING MATERIAL WITHIN SIX INCHES OF THE SERVICE LINE SHALL BE PIPE SUITABLE BEDDING MATERIAL WITHIN SIX INCHES OF THE SERVICE LINE SHALL BE PIPE SUITABLE NATIVE MATERIAL. NO ROCKS OR LUMPS LARGER THAN 1 "" IN ANY DIMENSION SHALL BE 12"" IN ANY DIMENSION SHALL BE ALLOWED WITHIN 6" OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS AND PIPING NECESSARY TO INSTALL FLUSHING THE CONTRACTOR SHALL PROVIDE ALL FITTINGS AND PIPING NECESSARY TO INSTALL FLUSHING HYDRANT PER MANUFACTURERS RECOMMENDATIONS. ADDITIONAL FITTINGS AND VERTICAL ADJUSTMENT OF LINES MAY BE NECESSARY. HYDRANTS SHALL BE SET IN 4 CUBIC FEET OF CRUSHED STONE TO ALLOW FOR PROPER DRAINAGE OF THE HYDRANT. RECOMMENDATIONS OF THE AWWA SHOULD FOLLOWED WHEN INSTALLING THE HYDRANT. 5. HYDRANTS SHALL BE SELF-DRAINING AND NON-FREEZING. INLET SHALL BE 2" FIPT. HYDRANTS SHALL BE SELF-DRAINING AND NON-FREEZING. INLET SHALL BE 2" FIPT. OUTLET SHALL BE 2" MNPT. 6. HYDRANTS SHALL HAVE A DUCTILE IRON (STD), EXTERIOR CASING PIPE, A GALVANIZED (STD) HYDRANTS SHALL HAVE A DUCTILE IRON (STD), EXTERIOR CASING PIPE, A GALVANIZED (STD) INTERIOR NON-TURNING OPERATING ROD WITH A HEAVY WALL CAST IRON (STD) BOX AND LOCKING LID. 7. PRINCIPAL INTERIOR OPERATING PARTS SHALL BE BRASS, BRONZE AND ALUMINUM AND BE PRINCIPAL INTERIOR OPERATING PARTS SHALL BE BRASS, BRONZE AND ALUMINUM AND BE REMOVABLE FOR SERVICING WITHOUT EXCAVATING THE HYDRANT. APPLICABLE TO FLUSHING HYDRANT AT STA. 23+91.12 ONLY.

AutoCAD SHX Text

AutoCAD SHX Text

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BRASS PACKING NUT

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IRON TOP CAP

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BRASS OPERATING SCREW

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BRASS CONNECTING NUT

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1-1/2" MIP WITH BENT NOZZLE

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STEEL EXTEIRIOR CASING PIPE

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GALVANIZED INTERIOR OPERATING ROD

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GROUND LINE

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4'-0" DEPTH OF BURY

AutoCAD SHX Text 24"

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CRUSHED STONE

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PRECAST CONCRETE BLOCKS

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DRAIN HOLE

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ALUMINUM PLUNGER

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O-RINGS

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BRASS VALVE BODY

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2" THD INLET

AutoCAD SHX Text 2" HDPE MPT TRANSITION (BFxTHD)

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2" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text 6"x2" HDPE TEE (IPS, DR 11)

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2" ELECTROFUSED COUPLER

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PLAN

SECTION - A

AutoCAD SHX Text EXIST 6" PVC WATER LINE (EXACT LOCATION UNKNOWN) AS-BUILTS SHOW THAT 6" PVC PIPE HAS A THRUST BLOCK AND THRUST RESTRAINED PLUG.

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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WATER DETAILS

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AutoCAD SHX Text 154,656

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

R.MITCHELL

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M.ROGERS

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J.KEY

AutoCAD SHX Text 6/22/20

AutoCAD SHX Text

LAKE ROOSEVELT NAT. REC. AREA

AutoCAD SHX Text C6

AutoCAD SHX Text 48"x48" (INSIDE DIMENSION) PRECAST CONCRETE VAULT

AutoCAD SHX Text

NON-SHRINK GROUT (TYP)

AutoCAD SHX Text

BLOCK-OUT (12" )(TYP)

AutoCAD SHX Text

8" BLOCK OUTCENTERED UNDER ACCESS HATCH

AutoCAD SHX Text

IMAGES: ..\..\BASES\JEFFS WA PE STAMP SINGLE.JPG;

AutoCAD SHX Text 6/25/20 11:31 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.003 - LARO\ACAD\LARO\258887\DRAWINGS\DISCIPLINE\CIVIL\C6 WATR DETLS.DWG XREFS: ..\..\BASES\XSU-SITE LARO.DWG; ..\..\BASES\X-BASEMAP LARO.DWG; ..\..\BASES\XC-SITE LARO.DWG;

AutoCAD SHX Text

EXIST POWER TRANSFORMER

AutoCAD SHX Text

EXIST 3" PVC WATER LINE (PER AS-BUILTS)

AutoCAD SHX Text

8" BLOCK OUT, FILLEDWITH CRUSHED STONE (SUMP)

AutoCAD SHX Text

MANHOLE STEPS

AutoCAD SHX Text 48"x48" (INSIDE DIMENSION) PRECAST CONCRETE VAULT (HEIGHT AS REQUIRED)

AutoCAD SHX Text 30"x30" ALUMINUM ACCESS HATCH

AutoCAD SHX Text

EXIST GROUND

AutoCAD SHX Text

6" THICK (MIN) PRECAST COVER SLAB (H-20 LOAD RATED)

AutoCAD SHX Text

6" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

6" HDPE ELECTROFUSED COUPLING (IPS, DR 11)

AutoCAD SHX Text

6" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

BLOCK-OUT (4" )

AutoCAD SHX Text

NON-SHRINK GROUT

AutoCAD SHX Text

AutoCAD SHX Text 6"-DI TEE (FLxFL)

AutoCAD SHX Text

PROP 6" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

PROP 6" RESTRAINED COUPLING (ROMAC ALPHA) (CONNECT TO EXIST)

AutoCAD SHX Text

3'-6" ABOVE EXIST GROUND

AutoCAD SHX Text 4"x4" TREATED POST

AutoCAD SHX Text

AutoCAD SHX Text

STRAP PIPE TO POST MINIMUM (3) PLACES

AutoCAD SHX Text

6" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

6" HDPE FLANGED ADAPTER W/ DI BACKUP RING (IPS, DR 11)

AutoCAD SHX Text

6" HDPE FLANGED ADAPTER W/ DI BACKUP RING (IPS, DR 11)

AutoCAD SHX Text

SCALE: 1"=5'-0"

AutoCAD SHX Text

EXIST CONNECTION

AutoCAD SHX Text

AutoCAD SHX Text C1

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

AIR RELEASE/BACKFLOW ASSEMBLY VAULT

AutoCAD SHX Text

AutoCAD SHX Text C1

AutoCAD SHX Text A

AutoCAD SHX Text C6

AutoCAD SHX Text

AutoCAD SHX Text NOTES: PRECAST SUPPLIER TO PROVIDE ACCESS HATCH AND COVER. (H-20 LOAD RATING) ALL AIR RELEASE VENT PIPING SHALL BE 2" PVC (SCH 80) AND SHALL BE CONNECTED TO 2" THD OUTLET. 2" COMBINATION AIR RELEASE VALVE AND SS BALL VALVE WITH 2" THD INLETS/OUTLETS. 6" LONG EACH. (THDxTHD) 5. MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEWMATERIALS TO BE USED IN THIS PROJECT SHALL BE NEWAND ALL MATERIALS AND APPURTENANCES AND DEVICESIN CONTACT WITH WATER SHALL BE NSF 61 CERTIFIED. 6. WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL MEET AWWA C-901/C-906 AND NSF/ANSI 61 STANDARDS. 7. REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBAS) SHALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBAS) SHALL BE APOLLO RPLF 4A SERIES OR APPROVED EQUAL AND EET AWWA C511 AND NSF/ANSI 61 STANDARDS.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXIST WATER LINE TO RV WATER FILL STATION (LOCATION OF LINE IS UNKNOWN)

AutoCAD SHX Text

EXIST 6" PVC WATER LINE (PER AS-BUILTS)

AutoCAD SHX Text

EXIST WATER VALVE (PER SURVEY)

AutoCAD SHX Text

EXIST CMP VAULT WITH METER (TO BE ABANDONED)

AutoCAD SHX Text

EXIST UG POWER

AutoCAD SHX Text

EXIST UG POWER

AutoCAD SHX Text

EXIST UG POWER

AutoCAD SHX Text NOTES: 1. LOCATION AND CONFIGURATION OF EXISTING 6" WATER LINE IS UNKNOWN. LOCATION AND CONFIGURATION OF EXISTING 6" WATER LINE IS UNKNOWN. EXPLORATORY EXCAVATION WILL BE REQUIRED TO DETERMINE LOCATIONS AND CONFIGURATION OF EXISTING WATER LINE AT CONNECTION. 2. MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS AND APPURTENANCES AND DEVICES IN CONTACT WITH WATER SHALL BE NSF 61 CERTIFIED.

AutoCAD SHX Text

BRONZE INSECT SCREEN, 24-MESH

AutoCAD SHX Text

TO CAMPGROUND

AutoCAD SHX Text

FROM WELL

AutoCAD SHX Text

1" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

1" SS BALL VALVE

AutoCAD SHX Text

1" REDUCED PRESSURE BACKFLOW ASSEMBLY (SUPPORT AS REQUIRED)

AutoCAD SHX Text

2" SS PIPE

AutoCAD SHX Text

DI BLIND FLANGE W/ 2" TAP (THD)

AutoCAD SHX Text 30"x30" ALUMINUM ACCESS HATCH

AutoCAD SHX Text

AutoCAD SHX Text

TO RV WATER FILL STATION

AutoCAD SHX Text

1" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

1" SS BALL VALVE

AutoCAD SHX Text

1" REDUCED PRESSURE BACKFLOW ASSEMBLY

AutoCAD SHX Text

1" UNION (TYP OF 2)

AutoCAD SHX Text

6" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

6" HDPE ELECTROFUSED COUPLING (IPS, DR 11)

AutoCAD SHX Text 6"x1" ELECTROFUSION TAPPING TEE

AutoCAD SHX Text

PRECAST CONCRETE BLOCK SUPPORT

AutoCAD SHX Text

PLAN

SECTION - A

PLAN

SECTION - B

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

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OF

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SHEET

AutoCAD SHX Text

PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

WATER DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 154,656

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

R.MITCHELL

AutoCAD SHX Text

M.ROGERS

AutoCAD SHX Text

J.KEY

AutoCAD SHX Text 6/22/20

AutoCAD SHX Text

LAKE ROOSEVELT NAT. REC. AREA

AutoCAD SHX Text C7

AutoCAD SHX Text 6/25/20 11:32 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.003 - LARO\ACAD\LARO\258887\DRAWINGS\DISCIPLINE\CIVIL\C7 WATR DETLS.DWG IMAGES: ..\..\BASES\JEFFS WA PE STAMP SINGLE.JPG;

AutoCAD SHX Text

4" HDPE END (BUTT FUSION) (IPS, DR 11)

AutoCAD SHX Text 48"x48" (INSIDE DIMENSION) PRECAST CONCRETE VAULT

AutoCAD SHX Text

MANHOLE STEPS

AutoCAD SHX Text 48"x48" (INSIDE DIMENSION) PRECAST CONCRETE VAULT (HEIGHT AS REQUIRED)

AutoCAD SHX Text

NON-SHRINK GROUT (TYP)

AutoCAD SHX Text

BLOCK-OUT (10" )(TYP)

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text 4"x2" HDPE REDUCER (BUTT FUSION)

AutoCAD SHX Text

EXIST 2" PVC WATER LINE (PER AS-BUILTS) (CONNECTION TO EXIST)

AutoCAD SHX Text

EXIST 2" PVC WATER LINE (PER AS-BUILTS) (CONNECTION TO EXIST)

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

8" BLOCK OUT, FILLEDWITH CRUSHED STONE (SUMP)

AutoCAD SHX Text

MANHOLE STEPS

AutoCAD SHX Text 48"x48" (INSIDE DIMENSION) PRECAST CONCRETE VAULT (HEIGHT AS REQUIRED)

AutoCAD SHX Text

8" BLOCK OUTCENTERED UNDER ACCESS HATCH

AutoCAD SHX Text

BLOCK-OUT (4" )

AutoCAD SHX Text

NON-SHRINK GROUT

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

2" COUPLING (ROMAC MACRO)

AutoCAD SHX Text 4" GATE VALVE W/ HAND WHEEL (FLxFL) (TYP OF 2)

AutoCAD SHX Text

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

4" HDPE FLANGE ADAPTER W/ DI BACKUP RING (IPS, DR 11) (TYP OF 3)

AutoCAD SHX Text 4" DI TEE (FLxFL)

AutoCAD SHX Text 4"-DI TEE (FLxFL)

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11) (TYP)

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text 6"x4" HDPE REDUCER (BUTT FUSION) (IPS, DR 11)

AutoCAD SHX Text

6" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

4" HDPE ELECTROFUSED COUPLING (IPS, DR 11)

AutoCAD SHX Text 4" GATE VALVE W/ HAND WHEEL (FLxFL) (TYP OF 2)

AutoCAD SHX Text 4"-DI TEE (FLxFL)

AutoCAD SHX Text

3'-6" ABOVE EXIST GROUND

AutoCAD SHX Text 4"x4" TREATED POST

AutoCAD SHX Text

AutoCAD SHX Text

STRAP PIPE TO POST MINIMUM (3) PLACES

AutoCAD SHX Text

4" HDPE FLANGED ADAPTER W/ DI BACKUP RING (IPS, DR 11)

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

4" HDPE ELECTROFUSED COUPLING (IPS, DR 11)

AutoCAD SHX Text

NON-SHRINK GROUT (TYP)

AutoCAD SHX Text

BLOCK-OUT (10" )(TYP)

AutoCAD SHX Text

4" HDPE END (BUTT FUSION) (IPS, DR 11)

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

4" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

4" HDPE FLANGED ADAPTOR W/ DI BACKUP RING (IPS, DR 11)

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TEE VAULT

AutoCAD SHX Text

AutoCAD SHX Text C2

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TIE-IN VAULT

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text A

AutoCAD SHX Text C7

AutoCAD SHX Text B

AutoCAD SHX Text C7

AutoCAD SHX Text 4"x2" HDPE REDUCER (BUTT FUSION)

AutoCAD SHX Text

AutoCAD SHX Text

PRECAST CONCRETE BLOCK SUPPORT

AutoCAD SHX Text

BRONZE INSECT SCREEN, 24-MESH

AutoCAD SHX Text

2" COUPLING (ROMAC MACRO)

AutoCAD SHX Text

2" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text

PRECAST CONCRETE BLOCK SUPPORT

AutoCAD SHX Text

4" HDPE ELECTROFUSED COUPLING (IPS, DR 11)

AutoCAD SHX Text

4" HDPE ELECTROFUSED COUPLING (IPS, DR 11)

AutoCAD SHX Text NOTES: PRECAST SUPPLIER TO PROVIDE ACCESS HATCH AND COVER. (H-20 LOAD RATING FOR TEE VAULTS) ALL AIR RELEASE VENT PIPING SHALL BE 2" PVC (SCH 80) AND SHALL BE CONNECTED TO 2" THD OUTLET. 2" COMBINATION AIR RELEASE VALVE AND SS BALL VALVE WITH 2" THD INLETS/OUTLETS. 6'-0" DIA MANHOLE MAY BE SUBSTITUTED FOR 48"x48" VAULT. 2" SS PIPE (6" LONG EACH, THDxTHD). 6. MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND MATERIALS TO BE USED IN THIS PROJECT SHALL BE NEW AND ALL MATERIALS AND APPURTENANCES AND DEVICES IN CONTACT WITH WATER SHALL BE NSF 61 CERTIFIED. 7. WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL WATER PIPE SHALL BE IPS SDR 11 HDPE PIPE. ALL PIPE SHALL MEET AWWA C-901/C-906 AND NSF/ANSI 61 STANDARDS. 8. GATE VALVES SHALL BE MUELLER RESILIENT WEDGE GATE VALVES, GATE VALVES SHALL BE MUELLER RESILIENT WEDGE GATE VALVES, OR AN APPROVED EQUAL, CONFORMING TO AWWA C509 STANDARDS AND NSF/ANSI 61 STANDARDS.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2" HDPE PIPE (IPS, DR 11)

AutoCAD SHX Text 30"x30" ALUMINUM ACCESS HATCH (NON H-20 LOAD RATED)

AutoCAD SHX Text

EXIST GROUND

AutoCAD SHX Text

6" THICK (MIN) PRECAST COVER SLAB (H-20 LOAD RATED)

AutoCAD SHX Text

AutoCAD SHX Text 30"x30" ALUMINUM ACCESS HATCH

AutoCAD SHX Text

EXIST GROUND

AutoCAD SHX Text

6" THICK (MIN) PRECAST COVER SLAB (H-20 LOAD RATED)

AutoCAD SHX Text

AutoCAD SHX Text 30"x30" ALUMINUM ACCESS HATCH

AutoCAD SHX Text

AutoCAD SHX Text 48"x48" (INSIDE DIMENSION) PRECAST CONCRETE VAULT

AutoCAD SHX Text 30"x30" ALUMINUM ACCESS HATCH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

8" BLOCK OUT, FILLEDWITH CRUSHED STONE (SUMP)

AutoCAD SHX Text

AutoCAD SHX Text

DI BLIND FLANGE W/ 2" TAP (THD)

AutoCAD SHX Text

AutoCAD SHX Text

PRECAST CONCRETE BLOCK SUPPORT

AutoCAD SHX Text

8" BLOCK OUTCENTERED UNDER ACCESS HATCH

AutoCAD SHX Text

TO CAMPGROUND

AutoCAD SHX Text

TO JOB CORPS QUARTERS

AutoCAD SHX Text

FROM WELL

TO FISH CLEANING STATION AND CAMPGROUND MARINA

3 HP3 HP

R

P

S

M

SPACE

FOR FUTURE

TANK

EXIST

PRESSURE

TANK

EXIST

PRESSURE

TANK

EXIST

PRESSURE

TANK

SPACE

FOR FUTURE

TANK

NEW

264 GALLON

PRESSURE TANK

WX-423

3 HP3 HP

R

P

S

M

NEW

264 GALLON

PRESSURE TANK

WX-423

NEW

264 GALLON

PRESSURE TANK

WX-423

PRESSURE TANK REPLACEMENTS MODIFICATIONS

EXIST PUMP HOUSE

DETAIL #1

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PRESSURE TANK

AutoCAD SHX Text

REPLACEMENTS

AutoCAD SHX Text

AutoCAD SHX Text 154,656

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

R.MITCHELL

AutoCAD SHX Text

M.ROGERS

AutoCAD SHX Text

J.KEY

AutoCAD SHX Text 6/22/20

AutoCAD SHX Text

LAKE ROOSEVELT NAT. REC. AREA

AutoCAD SHX Text C8

AutoCAD SHX Text 6/25/20 11:33 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR…

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