A06_Replace Water Lines VC Waterline Drawings.pdf

PDF 3 MB Posted Aug 19, 2020

Attached to: ND-VALLEY CITY NFH REPLACE WATERLINES FO Federal contract opportunity
Solicitation number: 140F0620R0032
Issued by: Department of the Interior Fish and Wildlife Service

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Other files attached to ND-VALLEY CITY NFH REPLACE WATERLINES FO, newest first.
File	Type	Posted
Sol_140F0620R0032.pdf	PDF	Aug 19, 2020
B08_Solicitation_Notice to Offerors Valley City ND NFH Pond Water Lines Replacement.pdf	PDF	Aug 19, 2020
B08 Solicitation - Past Performance Questionnaire - Valley City NFH Water Lines Replacement.doc	DOC document	Aug 19, 2020
B03_DOL Wage Determination ND20200011 06122020.pdf	PDF	Aug 19, 2020
A04_Valley City Replace Waterline SOW.pdf	PDF	Aug 19, 2020

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GARAGE

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5-STALL

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PARKING AREA

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OFFICE

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HOUSE

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HOLDING

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CAMP

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GIRL SCOUT

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1. WATERLINE REPLACEMENT

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3 MILES TO VALLEY CITY

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NOT TO SCALE

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FOOT PATH

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EDGERLY

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BERLIN

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CLEVELAND

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VALLEY CITY

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NATIONAL

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HATCHERY

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LISBON

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VALLEY CITY

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CITY

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SHEET 1 OF 1

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VICINITY MAP AND SITE PLAN

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FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 6 ENGINEERING - DENVER, COLORADO

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REGIONAL ENGINEER

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ASS'T. REGIONAL DIR.

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DATE

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DESIGNED:

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SERVICE

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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE

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ADJUSTED ACCORDINGLY.

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%%UNOTE TO BIDDERS:%%

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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DRAWING INDEX

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DIV. INITIALS / DATE

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RESOURCES

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CULTURAL

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INDUSTRIAL

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HYGIENIST

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SAFETY

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VALLEY CITY

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NATIONAL FISH HATCHERY

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BARNES COUNTY

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NORTH DAKOTA

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POND 1 & 2 WATERLINE REPLACEMENT

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VICINITY MAP AND SITE PLAN

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CROWNHOLM

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6F-ND-260

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VALLEY CITY NFH

POND 1 & 2 WATERLINE REPLACEMENT

GENERAL NOTES

AutoCAD SHX Text TRENCHING AND BACKFILLING OPERATIONS WITHIN GRAVEL ROADWAYS SHALL BE DONE IN A MANNER TO PREVENT CONTAMINATION OF ROAD SURFACING MATERIALS. GRAVELS USED AS ROADWAY SURFACING SHALL BE REMOVED AND STOCKPILED PRIOR TO COMMENCING TRENCHING OPERATIONS. SURFACING MATERIALS SHALL BE REPLACED AFTER TRENCH BACKFILL HAS BEEN REPLACED AND COMPACTED AS REQUIRED BY THE PLANS AND SPECIFICATIONS. TRACER WIRE (#10 AWG JACKETED COPPER WIRE, TYPE THHN/THWN) IS TO BE INSTALLED WITH ALL BURIED PIPE; PVC, STEEL, AND DUCTILE IRON PIPE. WIRE IS TO BE AFIXED TO THE BURIED PIPE WITH DUCT TAPE WITH A MINIMUM OF THREE ATTACHEMENTS PER 20' LENGTH. UNDERGROUND SPLICES WILL BE AVOIDED BUT WHEN NECESSARY, MAKE SPLICES WITH AN UNDERGROUND, WATERPROOF SPLICE KIT. MARKING TAPE OF THE APPROPRIATE COLOR AND IDENTIFIER SHALL BE INSTALLED ABOVE THE BURIED PIPELINE, SIXTEEN (16) INCHES BELOW THE FINISHED GROUND SURFACE. CARSONITE MARKER POSTS OF THE APPROPRIATE COLOR AND IDENTIFIER SHALL BE INSTALLED AS DIRECTED BY THE ENGINEER OR AS SHOWN ON THE PLANS.

AutoCAD SHX Text TRENCHING AND EXCAVATION EQUIPMENT AND VEHICULAR TRAFFIC SHALL BE PROTECTED FROM TRENCHES AND EXCAVATIONS BY PROVIDING BARRICADES AND SIGNAGE. ADEQUATE BACK SLOPES, SHORING, BRACING OR OTHER METHODS ARE REQUIRED TO PREVENT FAILURE OF THE EXCAVATION OR SOILS, AND SHALL BE USED TO PROTECT EXCAVATIONS AND ADJACENT STRUCTURES. CONSTRUCTION PROCEDURES USED DURING TRENCH EXCAVATION SHALL COMPLY WITH CURRENT OSHA REGULATIONS. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY TIME. ALL BURIED PIPE SHALL BE INSTALLED TO PREVENT DAMAGE FROM VEHICULAR OR OTHER SURFACE LOADINGS. TRENCH WIDTH AND PIPE BEDDING SHALL BE AS REQUIRED BY THE DRAWINGS. ALL PIPE SHALL BE BEDDED WITH A WELL GRADED NON-FROST SUSCEPTIBLE SAND OR OTHER MATERIALS AS APPROVED BY THE ENGINEER. PIPE BEDDING SHALL EXTEND TO THE SPRING LINE OF THE PIPE, AND AT LEAST EIGHT (8) INCHES ON EACH SIDE OF THE PIPE UNLESS OTHERWISE NOTED ON THE PLANS. PIPE BEDDING SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED SIX (6) INCHES. ALL LIFTS SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM STANDARD PROCTOR. THE PROJECT FOREMAN SHALL EXERCISE CAUTION WHEN COMPACTING ABOVE PIPES TO ENSURE THE PIPES AND COATINGS ARE NOT DAMAGED BY COMPACTION AND BACKFILLING OPERATIONS. ALL MATERIALS PLACED ABOVE THE PIPELINE SHALL BE AS SHOWN ON THE DRAWINGS.

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%%UPROJECT NOTES AND REQUIREMENTS

AutoCAD SHX Text EXISTING UTILITIES EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS TO THE BEST KNOWLEDGE OF THE ENGINEER AT THE TIME OF DESIGN. RECORDS MAY NOT BE COMPLETELY ACCURATE. THE PROJECT SUPERINTENDENT SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES WITHIN EACH CONSTRUCTION REACH PRIOR TO BEGINNING WORK.

AutoCAD SHX Text PLACING THE CONSTRUCTION CREW SHALL FOLLOW THE REQUIREMENTS OF ACI 318-08, CHAPTER 5.10 "DEPOSITING" GENERAL REQUIREMENTS INCLUDE: A) THE CONSTRUCTION CREW SHALL GUARD AGAINST OBJECTIONABLE SEGREGATION DURING CONCRETE PLACEMENT. SEPARATION OF COARSE AGGREGATE MAY BE MINIMIZED BY AVOIDING LATERAL CONCRETE MOVEMENT DURING PLACEMENT. B) THE CONCRETE SHALL BE INITIALLY DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION BY USE OF EXTENDED CHUTES OR OTHER APPROVED MEANS. C) PLACING METHODS WHICH CAUSE THE CONCRETE TO FLOW IN THE FORMS SHALL BE AVOIDED. D) CONCRETE SHALL BE PLACED IN A SINGLE LAYER (UP TO 12" THICK) OR IN SEPARATE HORIZONTAL LAYERS AS REQUIRED AND VIBRATED USING AN IMMERSION TYPE VIBRATOR.

AutoCAD SHX Text REINFORCEMENT STEEL FOR CONCRETE SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT ANY REINFORCING STEEL REQUIRING WELDING SHALL CONFORM TO ASTM A706. AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN ALL CONCRETE MIXES. A CONCRETE MIX DESIGN MEETING THE ABOVE REQUIREMENTS SHALL BE SUBMITTED FOR APPROVAL BY THE DESIGN ENGINEER PRIOR TO CONSTRUCTION.

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TYPE 1

AutoCAD SHX Text CEMENT MINIMUM CEMENT CONTENT (SACKS/ CU. YD.) MAXIMUM WATER/CEMENT RATIO SLUMP RANGE (IN INCHES) ENTRAINED AIR RANGE (%) MINIMUM DESIGN STRENGTH (f ' PSI)

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CONCRETE IN CONSTRUCTION

AutoCAD SHX Text GENERAL CONCRETE WORK SHALL BE PERFORMED AS DESCRIBED IN THE AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-08). THE SUPERINTENDENT SHALL KEEP A COPY OF ACI 318-08 AT THE JOBSITE FOR REFERENCE. ALL CONCRETE SHALL BE SUPPLIED AS PRE-MIX IN 1/2 CUBIC YARD SACKS. ALL PRE-MIX CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C-94 AND THE MIX DESIGN PARAMETERS GIVEN BELOW. PROJECT MIX DESIGN PARAMETERS:

AutoCAD SHX Text CLASSIFIED FILL TYPE II CLASSIFIED FILL AND BACKFILL SHALL CONTAIN NO LUMPS, FROZEN MATERIAL, ORGANIC MATTER, OR OTHER DELETERIOUS MATTER. IT SHALL HAVE A PLASTICITY INDEX NOT GREATER THAN SIX (6) AS DETERMINED BY ASTM D-24 AND SHALL CONFORM TO THE FOLLOWING:

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US STANDARD SIEVE SIZE

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PERCENT PASSING BY DRY WEIGHT

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NO. 200

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* IN ADDITION TO THE GRADING LIMITS LISTED ABOVE, THE FRACTION OF MATERIAL PASSING THE NO. 200 SIEVE SHALL NOT BE GREATER THAN 20% OF THAT FRACTION PASSING THE NO. 4 SIEVE.

AutoCAD SHX Text CLASS C MATERIAL SHALL CONTAIN NO LUMPS, FROZEN MATERIAL, ORGANIC MATTER, OR OTHER DELETERIOUS MATTER. MATERIAL FURNISHED AS CLASS C FILL SHALL BE GRADED WITHIN THE FOLLOWING LIMITATIONS:

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* IN ADDITION TO THE GRADING LIMITS LISTED ABOVE, THE FRACTION OF MATERIAL PASSING THE NO. 200 SIEVE SHALL NOT BE GREATER THAN 20% OF THAT FRACTION PASSING THE NO. 4 SIEVE.

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NO. 200

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AutoCAD SHX Text TRENCH BACKFILL IS DEFINED AS PLACEMENT OF MATERIAL ABOVE THE LEVEL OF BEDDING MATERIAL. MATERIAL FOR BACKFILL SHALL BE OBTAINED FROM TRENCH EXCAVATION IF MATERIAL IS SUITABLE AS DETERMINED BY THE ENGINEER. IF EXCAVATED MATERIAL IS UNSUITABLE FOR TRENCH BACKFILL, TYPE II CLASSIFIED FILL MATERIAL SHALL BE USED FOR TRENCH BACKFILL.

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DESIGNED

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DATE

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DRAWING NO.

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SUB-SHEET

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VALLEY CITY NFH

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POND 1 & 2 WATERLINE REPLACEMENT

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CROWNHOLM

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CROWNHOLM

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VONESCHEN

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GENERAL NOTES (CONTINUED)

AutoCAD SHX Text FLUSHING OF WATER MAINS UPON COMPLETION OF PIPE LAYING, PRIOR TO PRESSURE TESTING OR DISINFECTION, ALL DIRT AND FOREIGN MATERIAL SHALL BE REMOVED BY OPEN BORE FLUSHING. THE PROJECT FOREMAN SHALL FURNISH, INSTALL, AND REMOVE ALL FITTINGS AND PIPE NECESSARY TO PERFORM THE OPEN BORE FLUSHING. FLUSHING THROUGH HYDRANTS OR REDUCED OUTLETS SHALL NOT BE PERMITTED. EACH SECTION OF NEWLY LAID PIPE BETWEEN VALVES OR DEAD ENDS SHALL BE FLUSHED INDEPENDENTLY. FIRE HYDRANTS SHALL BE FLUSHED SEPARATELY AFTER COMPLETION OF FLUSHING FOR THE PARENT LINE. FLUSHING SHALL CONTINUE UNTIL SUCH TIME THAT THE ENGINEER IS SATISFIED THE PIPE IS FREE OF DIRT AND FOREIGN MATTER. NO FLUSHING SHALL BE PERFORMED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.

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%%UPROJECT NOTES AND REQUIREMENTS (CONTINUED)

AutoCAD SHX Text PIPE LAYING ALL PIPE SHALL BE LAID TRUE TO THE LINE AS INDICATED ON THE PLANS AND IN ACCORDANCE WITH THE DETAILS. UNLESS OTHERWISE INDICATED, THERE SHALL BE A MINIMUM OF 8-FT OF COVER OVER THE PIPE. PIPE, FITTINGS, VALVES, AND HYDRANTS SHALL BE CAREFULLY HANDLED TO AVOID DAMAGE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND SUPERFLUOUS MATERIALS OF EVERY DESCRIPTION. TRENCHES SHALL BE KEPT FREE FROM WATER AND THE PIPE SHALL NOT BE LAID WHEN CONDITIONS OF THE TRENCH OR THE WEATHER ARE UNSUITABLE FOR SUCH WORK. AT ALL TIMES WHEN WORK IS NOT IN PROGRESS, ALL OPEN ENDS OF PIPE AND FITTINGS SHALL BE SECURELY CLOSED WITH A WATER TIGHT PLUG SO THAT NO TRENCH WATER, RODENTS, EARTH, OR OTHER SUBSTANCES WILL ENTER THE PIPE.

AutoCAD SHX Text THE TEST SHALL BE ACCOMPLISHED BY PUMPING WATER INTO THE PIPE UP TO THE REQUIRED PRESSURE (150 PSI MEASURED AT THE HIGH POINT). THE PUMP SHALL BE STOPPED FOR 15 MINUTES AND THEN THE SECTION SHALL BE PUMPED UP TO THE TEST PRESSURE AGAIN. THE QUANTITY OF WATER REQUIRED TO RESTORE PRESSURE LOST DURING THE 15-MINUTE TEST SHALL BE ACCURATELY DETERMINED BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP HAND REGISTERING ONE GALLON PER REVOLUTION, OR BY PUMPING FROM AN ACCURATELY CALIBRATED CONTAINER.

AutoCAD SHX Text HYDROSTATIC TESTING ON WATER MAINS HYDROSTATIC PRESSURE TESTING SHALL BE IN ACCORDANCE WITH AWWA C-605-94 AND THESE SPECIFICATIONS. GAUGES USED IN THIS TEST SHALL BE PROPERLY CERTIFIED FOR ACCURACY. THE PROJECT FOREMAN SHALL USE A LEAKAGE TEST AS SPECIFIED HEREIN. ALL AIR SHALL BE EXPELLED FROM THE PIPE PRIOR TO BEGINNING THE TEST. IF PERMANENT AIR VENTS ARE NOT INSTALLED AT ALL HIGH POINTS, THE PROJECT FOREMAN SHALL INSTALL CORPORATION STOPS AT SUCH POINTS SO THAT AIR CAN BE EXPELLED. ALL VALVES, HYDRANTS, AND PLUGS SHALL BE TESTED. ALL INTERMEDIATE VALVES WITHIN THE SECTION OF WATER MAIN BEING TESTED SHALL BE WORKED AS DIRECTED BY THE ENGINEER DURING THE TEST. ONLY STATIC PRESSURE WILL BE ALLOWED ON THE OPPOSITE SIDE OF THE END VALVES OF THE SECTION BEING TESTED. THE PORTION OF THE PIPELINE TO BE TESTED SHALL BE SLOWLY FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE A SUFFICIENT LENGTH OF TIME TO ALLOW THE LINING OF THE PIPE TO ABSORB WATER, ALLOW THE ESCAPE OF AIR, AND ALLOW FOR PIPE EXPANSION.

AutoCAD SHX Text THE ALLOWABLE (MAXIMUM) LEAKAGE IN GALLONS PER HOUR SHALL BE DETERMINED BY THE FORMULA: L = [(ND)P ] / 7400 L = ALLOWABLE LEAKAGE GALLONS PER HOUR N = SUMMATION OF MECHANICAL AND PUSH ON JOINTS IN THE LENGTH OF PIPE TESTED D = NOMINAL DIAMETER OF PIPE IN INCHES P = AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE. IF THE SECTION TO BE TESTED IS COMPRISED OF SEVERAL SIZES OF PIPE, CALCULATE THE ALLOWABLE LOSS RATE DUE TO LEAKAGE FOR EACH SIZE AND ADD THEM TOGETHER TO DETERMINE THE OVERALL ALLOWABLE LOSS RATE. EACH COUPLING IS CONSIDERED A SINGLE JOINT, EVEN IF IT IS A TWIN GASKETED COUPLING. THREADED FITTINGS COUNT AS ONE JOINT. SERVICE CONNECTIONS SHALL NOT BE CONSIDERED IN THE ACCOUNTABLE LEAKAGE FORMULA. ALL SERVICE CONNECTIONS TO THE WATER MAIN SHALL BE PRESSURE TESTED SEPARATELY AND VISUALLY INSPECTED FOR LEAKS.

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MATERIALS

AutoCAD SHX Text GATE VALVES GATE VALVES SHALL CONFORM TO THE LATEST REVISION OF THE AWWA RESILIENT SEATED GATE VALVE STANDARD AWWA C-509 AND SHALL BE UL LISTED. ALL INTERNAL PARTS SHALL BE ACCESSIBLE WITHOUT REMOVING THE VALVE BODY FROM THE PIPE LINE. THE WEDGE SHALL BE CAST IRON COMPLETELY ENCAPSULATED WITH RESILIENT MATERIAL. THE RESILIENT SEATING MATERIAL SHALL BE PERMANENTLY BONDED TO THE WEDGES WITH A RUBBER TEARING BOND TO MEET ASTM D-429. THE VALVES SHALL HAVE AN IRON BODY AND INTEGRAL BRONZE STEM NUT. THE STUFFING BOX SHALL HAVE TWO O-RING SEALS ABOVE AND BELOW THE STEM COLLAR. THE STEM NUT SHALL BE INDEPENDENT OF THE WEDGE. ALL VALVES SHALL OPEN COUNTER CLOCKWISE AND SHALL BE NON-RISING STEM TYPE.

AutoCAD SHX Text JOINT RESTRAINTS RESTRAINED JOINT FITTINGS SHALL BE USED AT CONNECTIONS AT FITTINGS, VALVES AND HYDRANTS. FITTINGS INCLUDE BENDS OF ALL ANGLES, TEES, CROSSES AND WYES AS SPECIFIED ON THE PROJECT DRAWINGS. RESTRAINT FOR PVC PIPE: JOINT RESTRAINT DEVICES FOR PVC PIPE SHALL INCORPORATE A SERIES OF MACHINED SERRATIONS (NOT “AS CAST”) ON THE INSIDE DIAMETER TO PROVIDE RESTRAINT, EXACT FIT, AND AS CAST”) ON THE INSIDE DIAMETER TO PROVIDE RESTRAINT, EXACT FIT, AND ) ON THE INSIDE DIAMETER TO PROVIDE RESTRAINT, EXACT FIT, AND 360 DEGREE CONTACT AND SUPPORT OF THE PIPE WALL. RESTRAINT DEVICES SHALL BE MANUFACTURED OF HIGH STRENGTH DUCTILE IRON, ASTM A 536, GRADE 65-45-12. BOLTS/CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL JOINT RESTRAINT DEVICES FOR PVC SHALL CARRY A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PVC PIPE THEY ARE INSTALLED ON, WITH A MINIMUM OF 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. IN ADDITION, THEY SHALL MEET OR EXCEED THE REQUIREMENTS OF UNI-B-13-92, RECOMMENDED PERFORMANCE SPECIFICATION FOR JOINT RESTRAINT DEVICES FOR USE WITH POLYVINYL CHLORIDE (PVC) PIPE. RESTRAINT DEVICES SHALL BE UNI-FLANGE SERIES 1500 OR APPROVED EQUAL. RESTRAINT FOR DUCTILE-IRON PIPE AND FITTINGS: RESTRAINT FOR STANDARDIZED MECHANICAL JOINTS SHALL BE INCORPORATED IN THE DESIGN OF THE FOLLOWER GLAND AND SHALL IMPART MULTIPLE WEDGING ACTION AGAINST THE PIPE, INCREASING ITS RESISTANCE AS THE PRESSURE INCREASES. THE ASSEMBLED JOINT SHALL MAINTAIN ITS FLEXIBILITY AFTER BURIAL AND SHALL MAINTAIN ITS INTEGRITY BY A CONTROLLED AND LIMITED EXPANSION OF EACH JOINT DURING THE WEDGING ACTION. RESTRAINING GLANDS SHALL BE MANUFACTURED OF DUCTILE-IRON CONFORMING TO THE REQUIREMENTS OF ASTM A 536, GRADE 65-45-12. WEDGING MECHANISMS SHALL BE MANUFACTURED OF DUCTILE-IRON HEAT TREATED TO A HARDNESS OF 370 BHN MINIMUM. DIMENSIONS OF THE GLAND SHALL BE SUCH THAT IT CAN BE USED WITH THE STANDARDIZED MECHANICAL JOINT BELL AND TEE HEAD BOLTS CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C111/A21.11 AND ANSI/AWWA C 153/A21.53 OF LATEST REVISION. TWIST OFF NUTS SHALL BE INCORPORATED IN THE DESIGN OF THE WEDGE ACTIVATION SCREWS TO INSURE PROPER TORQUE. THE MECHANICAL JOINT RESTRAINING DEVICE SHALL HAVE A WORKING PRESSURE RATING OF 250 PSI MINIMUM WITH A SAFETY FACTOR OF AT LEAST 2:1 AGAINST SEPARATION WHEN TESTED IN THE DEAD-END SITUATION. THE MECHANICAL JOINT RESTRAINING DEVICE SHALL BE UNI-FLANGE SERIES 1400 OR APPROVED EQUAL.

AutoCAD SHX Text WATER PIPE POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS: PVC MATERIAL SHALL CONFORM TO ASTM DL784, TYPE 1, GRADE 1. PVC PIPE SHALL CONFORM TO AWWA C900-07.DIMENSION RATIO (DR) AND PRESSURE RATING (AWWA C-900-07) SHALL BE AS SPECIFIED IN THE PROJECT DRAWINGS. ALL PVC PIPE JOINTS SHALL BE RUBBER COMPRESSION RING TYPE WITH RUBBER GASKETS CONFORMING TO ASTM D2672 AND D3139. DUCTILE IRON PIPE: DUCTILE IRON PIPE SHALL BE CENTRIFUGALLY CAST IN 18 FOOT NOMINAL LENGTHS CONFORMING TO AWWA C-151, SHALL HAVE A CEMENT-MORTAR LINING CONFORMING TO AWWA C104, AND SHALL BE PRESSURE CLASS 350. NON-RESTRAINING JOINTS SHALL BE RUBBER GASKET, PUSH-ON TYPE, OR MECHANICAL CONFORMING TO AWWA C111. RESTRAINED JOINTS SHALL BE AS SPECIFIED IN THE DRAWINGS. WHERE REQUIRED ON THE PLANS, DUCTILE IRON PIPE SHALL BE ENCASED IN POLYETHYLENE FILM IN ACCORDANCE WITH AWWA C-105. DUCTILE IRON FITTINGS DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C-110. FITTINGS SHALL BE RATED FOR AT LEAST THE SAME WORKING PRESSURE AS THE PIPE MATERIALS. GASKETS FOR FLAT FACED OR RAISED FACE FLANGES SHALL BE 1/8-INCH THICK NEOPRENE HAVING A DUROMETER OF 60 PLUS OR MINUS 5.

AutoCAD SHX Text VALVE BOXES ALL VALVES SHALL BE PROVIDED WITH A 5-INCH DIAMETER SHAFT, 2-PIECE SLIDING EXTENSION TYPE CAST IRON VALVE BOX AND LOCKING COVER. THE LENGTH OF THE BOX SHALL BE SUFFICIENT TO PERMIT ACCESS TO THE VALVE AT THE SPECIFIED DEPTH OF BURY. THE VERTICAL COLUMN OF THE BOX SHALL BE DESIGNED SO THAT THE TOP SECTION MAY BE ADJUSTED WHILE IN POSITION. THE WORD “WATER” SHALL BE CAST INTO THE LID. EXTENSION STEMS EQUAL TO MUELLER A-26441 SHALL WATER” SHALL BE CAST INTO THE LID. EXTENSION STEMS EQUAL TO MUELLER A-26441 SHALL SHALL BE CAST INTO THE LID. EXTENSION STEMS EQUAL TO MUELLER A-26441 SHALL BE PROVIDED WHEN THE VALVE OPERATING NUT IS MORE THAN FOUR FEET BELOW THE TOP OF THE VALVE BOX. THE TOP OF THE EXTENSION SHALL BE 3 ½ TO 4 FEET BELOW THE TOP OF THE VALVE BOX.

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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POND 1 & 2 WATERLINE REPLACEMENT

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CROWNHOLM

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CROWNHOLM

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VONESCHEN

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WATERLINE LAYOUT

C-4

1, 2

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HOUSE

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HOLDING

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3 MILES TO VALLEY CITY

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ISOLATION

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BUILDING

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PUMPHOUSE

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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POND 1 & 2 WATERLINE REPLACEMENT

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CROWNHOLM

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CROWNHOLM

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VONESCHEN

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ISOLATION BLDG LATERAL CONFIGURE PIPING PER DETAIL

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CONNECT TO EXISTING WATER SERVICE MANIFOLD

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RESTORE ROAD TO ORIGINAL CONDITION

AutoCAD SHX Text INSTALL NEW 4" DIAMETER C900 PVC SERVICE LINE. CONNECT TO EXISTING FOUNDATION STUB-OUT.

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DEMOLISH AND DISPOSE OF EXISITING MANHOLE.

AutoCAD SHX Text MULTIPLE UTILITIES BURIED IN VICINITY OF PROPOSED ALIGNMENT. FIELD VERIFY LOCATIONS FOR ALL UTILITIES AND CALL FOR LOCATES PRIOR TO EXCAVATION

AutoCAD SHX Text DESCRIPTION OF WORK REMOVE AND REPLACE WATERLINES AND APPURTENANT FEATURES AS SHOWN IN THE DRAWINGS. WORK GENERALLY INCLUDES THE FOLLOWING: 1. REMOVE AND DISPOSE OF ALL EXISTING PIPING. REMOVE AND DISPOSE OF ALL EXISTING PIPING. 2. INSTALL APPROXIMATELY 470 LINEAR FEEL OF 8-INCH DIAMETER C900, DR18, PVC PIPE INSTALL APPROXIMATELY 470 LINEAR FEEL OF 8-INCH DIAMETER C900, DR18, PVC PIPE 3. INSTALL APPROXIMATELY 360 LINEAR FEET OF 6-INCH DIAMETER C900, DR18, PVC PIPE INSTALL APPROXIMATELY 360 LINEAR FEET OF 6-INCH DIAMETER C900, DR18, PVC PIPE 4. INSTALL APPROXIMATELY 30 LINEAR FEET OF 4-INCH DIAMETER C900, DR18, PVC PIPE INSTALL APPROXIMATELY 30 LINEAR FEET OF 4-INCH DIAMETER C900, DR18, PVC PIPE 5. INSTALL APPROXIMATELY 30 LINEAR FEET OF 6-INCH DIAMETER DUCTILE IRON PIPE INSTALL APPROXIMATELY 30 LINEAR FEET OF 6-INCH DIAMETER DUCTILE IRON PIPE 6. INSTALL APPROXIMATELY 30 LINEAR FEET OF 6-INCH SCHEDULE 40 PVC PIPE INSTALL APPROXIMATELY 30 LINEAR FEET OF 6-INCH SCHEDULE 40 PVC PIPE 7. INSTALL 1 EACH, NEW 8-INCH GATE VALVES WITH VALVE BOXES INSTALL 1 EACH, NEW 8-INCH GATE VALVES WITH VALVE BOXES 8. INSTALL 2 EACH, NEW 6-INCH GATE VALVES WITH VALVE BOXES INSTALL 2 EACH, NEW 6-INCH GATE VALVES WITH VALVE BOXES 9. INSTALL 1 EACH, NEW 4-INCH GATE VALVE WITH VALVE BOXES INSTALL 1 EACH, NEW 4-INCH GATE VALVE WITH VALVE BOXES 10. RECOVER AND INSTALL 2 EACH, EXISTING 8-INCH GATE VALVES AND NEW VALVE BOXES RECOVER AND INSTALL 2 EACH, EXISTING 8-INCH GATE VALVES AND NEW VALVE BOXES 11. INSTALL ALL DUCTILE IRON FITTINGS AT JUNCTIONS AS SHOWN, INCLUSIVE OF ALL MECHANICAL INSTALL ALL DUCTILE IRON FITTINGS AT JUNCTIONS AS SHOWN, INCLUSIVE OF ALL MECHANICAL JOINTS. 12. INSTALL ALL VERTICAL AND HORIZONTAL DUCTILE IRON FITTINGS, INCLUSIVE OF ALL MECHANICAL INSTALL ALL VERTICAL AND HORIZONTAL DUCTILE IRON FITTINGS, INCLUSIVE OF ALL MECHANICAL JOINTS, TO ACHIEVE FULLY RESTRAINED PIPING NETWORK THAT CONFORMS TO INDICATED VERTICAL AND HORIZONTAL ALIGNMENT REQUIREMENTS. 13. INSTALL 2 EACH NEW 6-INCH DI BUTTERFLY VALVES WITH HAND WHEELS. MATCH EXISTING TYPE. INSTALL 2 EACH NEW 6-INCH DI BUTTERFLY VALVES WITH HAND WHEELS. MATCH EXISTING TYPE. 14. INSTALL CONCRETE THRUST BLOCKS AS REQUIRED INSTALL CONCRETE THRUST BLOCKS AS REQUIRED 15. DEMOLISH AND DISPOSE OF EXISTING MANHOLE AS INDICATED IN PLANS DEMOLISH AND DISPOSE OF EXISTING MANHOLE AS INDICATED IN PLANS 16. RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION, INCLUSIVE OF ALL GRADING AND RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION, INCLUSIVE OF ALL GRADING AND RE-SEEDING IF NECESSARY

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HOLDING HOUSE LATERAL CONFIGURE PIPING PER DETAIL

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POND #2 LATERAL CONFIGURE PIPING PER DETAIL

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POND #1 LATERAL CONFIGURE PIPING PER DETAIL

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NEW 8" DIAMETER PVC PIPE, C900, DR 18 10 FT BURY DEPTH

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NEW 8" DIAMETER PVC PIPE, C900, DR 18 10 FT BURY DEPTH

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NEW 6" DIAMETER PVC PIPE, C900, DR 18 10 FT BURY DEPTH

NOTE: EXCAVATION CORRIDORS ON TOP OF POND DIKES IS NARRROW AND MAY REQUIRE HAULING AND STOCKPILING OF EXCAVATED MATERIAL AT ADJACENT LOCATIONS PER THE DIRECTION OF ON-SITE FWS PERSONNEL. STOCKPILING OF SOIL IN PONDS WILL NOT BE PERMITTED.

VERTICAL OFFSETS

VERTICAL OFFSETS REQUIRE RESTRAINT

OF ALL JOINTS WITHIN THE CALCULATED

LENGTH (L) ON BOTH SIDES OF THE UPPER

AND LOWER FITTINGS. WHEN RESTRAINED

LENGTHS OVERLAP ON THE DIAGONAL PIPE,

ALL JOINTS BETWEEN THE FITTINGS SHOULD

BE RESTRAINED.

DEAD ENDS (AND IN-LINE VALVES)

DEAD ENDS REQUIRE RESTRAINT OF ALL JOINTS

WITHIN THE CALCULATED LENGTH (L) EXTENDING

FROM THE CAP. IN-LINE VALVES REQUIRE RESTRAINT

OF ALL JOINTS WITHIN A DISTANCE (L) EXTENDING

EITHER SIDE OF THE VALVE.

THRUST

BRANCH

NOTE:

ANY AND ALL ADDITIONAL RESTRAINT DISTANCES (L, L1, L2, Lr)

SHALL BE SPECIFIED BY THE PROJECT ENGINEER.

L r

THRUST

HORIZONTAL BENDS

HORIZONTAL BENDS REQUIRE RESTRAINT OF ALL

JOINTS WITHIN THE CALCULATED LENGTH (L) ON

BOTH SIDES OF THE FITTING.

TEES

TEE FITTINGS REQUIRE RESTRAINT OF ALL

JOINTS WITHIN A CALCULATED LENGTH (L)

ALONG THE BRANCH PIPE. THE RESTRAINT

DESIGN ALSO REQUIRES THE SELECTION

OF A LENGTH OF PIPE ALONG THE RUN (Lr)

TO BE FREE OF JOINTS.

PIPE

SIZE

HORIZONTAL

BENDS

L TEE Lr

L FOR DEAD ENDS

AND VALVES

LREDUCERS

12"

10"

90°

45°

22.5°

11.25°

90°

45°

22.5°

11.25°

90°

45°

22.5°

11.25°

90°

45°

22.5°

11.25°

90°

45°

22.5°

11.25°

35'

15'

30'

13'

26'

11'

20'

14'

12 x 12 x 12

12 x 12 x 10

12 x 12 x 8

12 x 12 x 6

10 x 10 x 12

10 x 10 x 10

10 x 10 x 8

10 x 10 x 6

8 x 8 x 10

8 x 8 x 8

8 x 8 x 6

8 x 8 x 4

6 x 6 x 10

6 x 6 x 8

6 x 6 x 6

6 x 6 x 4

4 x 4 x 6

4 x 4 x 4

4 x 4 x 3

15.0

10.0

8.0

99'

84'

70'

53'

38'

17'

54'

30'

50'

27'

58'

38'

11'

25'

12 x 10

12 x 8

12 x 6

12 x 4

10 x 8

10 x 6

10 x 4

10 x 3

8 x 6

8 x 4

8 x 3

6 x 4

6 x 3

4 x 3

29'

52'

72'

86'

28'

52'

68'

73'

30'

50'

57'

28'

36'

13'

NOTE:

ALL ABOVE REFERENCED RESTRAINT LENGTHS, "L", SHALL BE CONSIDERED AS MINIMUM

VALUES. ALL CALCULATED LENGTHS ASSUME THE FOLLOWING:

1. SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY GRADED GRAVEL-SAND MIXTURE

WITH LITTLE OR NO FINES.

2. THE TEST PRESSURE IS 150 PSI.

3. THE FACTOR OF SAFETY IS 1.5 TO 1.

4. THE MINIMUM DEPTH OF BURY IS 3.0' OR AS INDICATED IN LAYOUT DRAWINGS.

5. THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL UP TO THE CENTERLINE

OF THE PIPE, AND WITH A MINIMUM OF 4" BEDDING UNDER THE PIPE, AND COMPACTED

SELECT MATERIAL UP TO THE TOP OF THE PIPE. ALL BEDDING AND COVER MATERIAL

IS TO BE COMPACTED TO 80% STANDARD PROCTOR.

RESTRAINED MECHANICAL PIPE JOINT

APPLICATION CRITERIA

41'

20'

10'

35'

17'

29'

14'

22'

11'

16'

VERTICAL

OFFSETS

45°

22.5°

11.25°

45°

22.5°

11.25°

45°

22.5°

11.25°

45°

22.5°

11.25°

45°

22.5°

11.25°

15'

13'

11'

THRUST

MECHANICAL RESTRAINT DETAILS

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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POND 1 & 2 WATERLINE REPLACEMENT

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CROWNHOLM

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CROWNHOLM

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VONESCHEN

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(4.5 BAG MIX)

CLASS "F" CONCRETE

SEE NOTE 2

PLAN - 90° BEND

PLAN - 22-1/2° BEND

PLAN - 45° BEND

SEE NOTE 2

FIRM UNDISTURBED EARTH.

5. ALL IRON PIPE AND FITTINGS

DEPTH BELOW PIPE EXCEEDS 6"

APPROX. 1:1 SLOPE WHERE

BEDDING MATERIAL

WITH PIPE (MIN.)

CONCRETE IN CONTACT

C1-3

BUTTRESS DIMENSIONS

90° BENDS45° BENDS22-1/2° BENDS

SIZE

PIPE

D3B3D2B2D1B1

1'-2"1'-4"1'-0"1'-0"1'-0"1'-0"6"

1'-6"1'-10"1'-2"1'-4"1'-0"1'-0"8"

2'-3"2'-0"1'-10"1'-10"1'-4"1'-4"12"

2'-10"3'-10"2'-4"2'-6"1'-8"1'-10"16"

3'-4"3'-0"2'-10"3'-3"2'-0"2'-4"20"

3'-10"6'-4"3'-3"4'-0"2'-4"2'-10"24"

4'-8"8'-0"3'-10"5'-4"3'-0"3'-6"30"

SHALL BE WRAPPED IN POLYETHYLENE.

SECTION A-A

EARTH

AGAINST FIRM UNDISTURBED

BUTTRESS TO BE POURED

VARY AS LONG AS POUR IS AGAINST

4. SHAPE OF BACK OF BUTTRESS MAY

WITH M.J. BOLTS.

LARGE AS POSSIBLE WITHOUT INTERFERING

3. DIMENSION A1-3 SHOULD BE AS

LARGER THAN 45°.

ENOUGH TO MAKE ANGLE EQUAL TO OR

2. DIMENSION C1-3 SHOULD BE LARGE

EARTH RESISTANCE OF 2 TONS PER SQ. FT.

A WATER PRESSURE OF 150 P.S.I. AND ON

1. DIMENSIONS IN TABLE ARE BASED ON

NOTES:

D1-3

6" MIN.

12" MAX.

BOTTOM OF TRENCH ROUNDED

1/4 OF PIPE CIRCUMFERENCE

MIN.

SPRING LINE

COVER 6"

UNDISTURBED

12" MAX.

6" MIN.

(VARIES)

INITIAL

HAUNCHING

FINAL BACKFIELD

6" MIN.

12" MAX.

ZONE

EMBEDMENT

PIPE

12" MAX.

MIN.

COVER 6"

6" MIN.

ZONE

EMBEDMENT

PIPE

HAUNCHING

6" MIN.

BEDDING

(VARIES)

FINAL BACK FILL

SOIL

BACKFILL

SPRING LINE

INITIAL

BACKFILL

UNDISTURBED

SOIL

Scale:

PVC TRENCH DETAILS (SUITABLE SOILS)

NTS

Scale:

PVC TRENCH DETAIL (UNSUITABLE SOILS)

NTS

Scale:

THRUST BLOCK SETTINGS

NTS

Scale:

TYPICAL GATE VALVE INSTALLATION

NTS

90°

8" MIN.

12" MAX.

12"

60" MIN.

MOUNDED BACKFILL

GROUND SURFACE

6"OR 8" D.I.

UNDISTURBED SOIL

KEEP LOWER 5' OF TRENCH

VERTICAL IF POSSIBLE.

UPPER PART OF TRENCH WILL VARY

IN WIDTH TO COMPENSATE FOR

UNSTABLE SOIL. APPLICABLE OSHA

REQUIREMENTS SHALL BE MET.

IN SHALLOW-BURY AREAS WHERE

SUFFICENT COVER CANNOT BE PROVIDED,

INSTALL 2" THICK POLYSTYRENE

BOARD 12" ABOVE THE PIPE.

HAND COMPACT IN 6" LIFTS

FROM BOTTOM OF TRENCH TO

12" OVER PIPE CROWN.

PIPE

LOCKING LIDGROUND SURFACE

GATE VALVE PER SPECS.

VALVE NUT

CONCRETE BLOCK

RESTRAINT GLAND

(BOTH SIDES)

TRACING WIRE

TRACER WIRE

(MINIMUM 8"W x 16"L x 4"T)

GATE VALVE ADAPTOR

VALVE BOX AS SPECIFIED

WATERLINE DETAILS I

Scale:

SHALLOW BURY TRENCH/WATER MAIN INSULATION DETAIL

NTS

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PIPE

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PIPE

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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POND 1 & 2 WATERLINE REPLACEMENT

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CROWNHOLM

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CROWNHOLM

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VONESCHEN

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WATERLINE DETAILS II

Scale:

HOLDING HOUSE SERVICE CONNECTION MANIFOLD

NTS

Scale:

PUMPHOUSE TIE-IN DETAIL

NTS

1, 2

C3 1, 2

1, 2

Scale:

ISOLATION BUILDING LATERAL DETAIL

NTS Scale:

HOLDING HOUSE & POND FILL LATERAL DETAIL

NTS Scale:

POND #2 LATERAL DETAIL

NTS

Scale:

POND DISCHARGE DETAIL

NTS

Scale:

POND #1 LATERAL DETAIL

NTS

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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POND 1 & 2 WATERLINE REPLACEMENT

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CROWNHOLM

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CROWNHOLM

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VONESCHEN

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CONCRETE THRUST RESTRAINT

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NEW 4" PVC WATER SERVICE LINE, C900, DR18

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NEW 8'' PVC WATER LINE C900, DR18

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4'' NEW GATE VALVE W/ VALVE BOX

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NEW 8'' PVC WATER LINE C900, DR18

AutoCAD SHX Text 6x4 DUCTILE REDUCER

AutoCAD SHX Text 8x8x6 DUCTILE TEE

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NEW 6" D.I. WATER SERVICE LINE. CONNECT TO EXISTING MANIFOLD.

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NEW 6'' PVC WATER LINE C900, DR18

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REUSE EXISTING 6" GATE VALVE. INSTALL NEW VALVE BOX

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NEW 8'' PVC WATER LINE C900, DR18

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REUSE EXISTING 8" GATE VALVE. INSTALL NEW VALVE BOX

AutoCAD SHX Text 8x8x6 DUCTILE TEE

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CONNECT TO EXISTING WATERLINE

AutoCAD SHX Text 6x6x6 DUCTILE TEE

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NEW 6" GATE VALVE W/ VALVE BOX

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NEW 6'' PVC WATER LINE C900, DR18

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NEW 6'' PVC WATER LINE C900, DR18

AutoCAD SHX Text 6x6x6 DUCTILE TEE

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NEW 6'' PVC WATER LINE C900, DR18

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NEW 6" GATE VALVE W/ VALVE BOX

AutoCAD SHX Text SECURE SCHEDULE 40 DISCHARGE PIPING TO CONCRETE KETTLE USING BRACING AND PIPE CLAMPS AS NECESSARY. MATCH EXISTING DISCHARGE CONFIGURATION.

AutoCAD SHX Text 6x6x6 DUCTILE TEE

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DEMOLISH EXISTING LATERAL PIPING

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DEMOLISH EXISTING

AutoCAD SHX Text ROTATE PIPE SEGMENT 90 DEGREES COUNTER CLOCKWISE. CONNECT NEW 6" D.I. PIPE LATERAL TO EXISTING BUTTERFLY VALVE.

AutoCAD SHX Text

NEW 8" GATE VALVE W/ VALVE BOX

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TRANSITION PIPING TO 6" DIA. SCHEDULE 40 PVC AT GROUND SURFACE

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CONCRETE THRUST RESTRAINT

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NEW 6" DI LUG STYLE BUTTERFLY VALVE. MATCH EXISTING TYPE.

AutoCAD SHX Text NOTE: INSTALL D.I. VERTICAL BENDS AS NECESSARY TO ACHIEVE BURIED ELEVATION CHANGES

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6" PIPE TERMINATION CAP FOR FUTURE CONNECTION

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AutoCAD SHX Text SECURE SCHEDULE 40 DISCHARGE PIPING TO CONCRETE KETTLE USING BRACING AND PIPE CLAMPS AS NECESSARY. MATCH EXISTING DISCHARGE CONFIGURATION.

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TRANSITION PIPING TO 6" DIA. SCHEDULE 40 PVC AT GROUND SURFACE

AutoCAD SHX Text NOTE: INSTALL D.I. VERTICAL BENDS AS NECESSARY TO ACHIEVE BURIED ELEVATION CHANGES

NEW 6" DI LUG STYLE BUTTERFLY VALVE. MATCH EXISTING TYPE.

Sheets and Views

Cover EDIT-COVER

Cover EDIT-G1-NOTES

Cover EDIT-G2-NOTES

Cover EDIT-C1-LAYOUT

Cover EDIT-C2-DETAILS

Cover EDIT-C3-DETAILS

Cover EDIT-C4-DETAILS

	2020-06-16T07:32:36-0600
LORRI HARPER

File details come from the government source that posted it. Updated Aug 20, 2020.