HomeMy WebLinkAboutRevision 4_010414 Complete.pdfDIVISION 9: MATERIALS
Revised 12/2013 Engineering Construction Standards 9-33
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.3 Revisions in
Progress\Division 9 (12-13) Clean.doc
9-29.26 TRAFFIC SIGNAL BATTERY BACKUP SYSTEM New Section
All traffic signal battery back-up power units shall employ a 24 Volt DC battery system. 12
and 48 Volt battery configurations will not be accepted.
All battery backup power units shall utilize the Dimensions Inverter/Charger unit, complete
with associated remote control display panel.
Batteries shall be connected utilizing approved quick-connect modular battery connectors.
Battery connection scheme must provide a “Hot-Swap” capability during operation. Battery
cable sizing shall be appropriate for the type and quantity of batteries supplied.
Batteries shall be 12 Volts DC, 100 Amp Hour minimum, Absorbed Glass Mat type, Group
27. Batteries shall meet or exceed Specification MIL B-8565J (Sec 4.6.22). The quantity of
batteries to be supplied shall be four batteries.
All battery backup power units shall possess an AC voltage bypass/disconnect switch or relay.
The bypass/disconnect method shall couple the normal AC power source directly to the signal
controller cabinet, while completely isolating the inverter/charger unit from the circuit.
All battery backup power units shall possess a 0-4 hour Time Delay Relay, with both “delay
on make” and “delay on break” contact sets. This relay shall be energized upon loss of AC
input power, or “Inverter On” condition. Relay contacts must be easily accessible, and clearly
labeled.
Cabinets shall be equipped with thermostatically controlled fan ventilation.
Equipment supplied shall be the pre-approved model listed below, or approved equal.
Manufacturer/Vendor Model/Type
Rhino(Brownfield)
Manufacturing, Inc.
BMI-7000 Traffic Light Backup Power
Unit
Installation/Cabinet Mounting Style:
Traffic UPS Cabinets shall not exceed 30 inches in width and 18 inches in depth. Cabinet
height shall be sufficient to accommodate the quantity of batteries required by the contract, or
specified by the project engineer. Installation shall be performed in accordance with City of
Auburn Construction Standards.
DIVISION 9: MATERIALS
Revised 12/2013 Engineering Construction Standards 9-34
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.3 Revisions in
Progress\Division 9 (12-13) Clean.doc
9-30 WATER DISTRIBUTION MATERIALS
9-30.1(1) DUCTILE IRON PIPE Supplement
All ductile iron pipe used on this project shall be “Special Class 52”, except pipe to be joined
using bolted flange joints shall be “Special Class 53”.
9-30.2(1) DUCTILE IRON PIPE Supplement
All pipe fittings, adapters and joints for ductile iron pipe shall be ductile iron designed to
AWWA Specification (unless otherwise approved in writing by the Engineer) with sufficient
tangent at the ends to allow for proper joint connections and shall be coated to give protection
to them equal to that given the pipe. Field fabrication fittings will not be permitted. Flexible
couplings shall be of the style as required for specific application.
9-30.2(6) RESTRAINED JOINTS Supplement
Restrained joint (R.J.) pipe and fittings, where shown on the Plans, shall be suitable for 350
psi working pressures and be US Pipe TR Flex or American Pipe Flex-Ring. Pipe
manufacturer restrained joints using exposed bolts in the thrust restraint assembly and
restraining systems using set screws, anchor lugs, wedges, or other friction devices will not be
considered equal to the systems listed. All welding associated with the restraint system shall
be performed in the pipe manufacturer’s shop. No field welding will be permitted.
9-30.3(1) GATE VALVES (3-inches to 16-inches) Replacement
Resilient wedge gate valves shall be used on all 12” and smaller water lines and shall be
manufactured by Clow, American Darling, Waterous, Dresser M & H or Mueller with epoxy-
coated valve interiors. The valves shall conform to ANSI/AWWA Specifications C-509 with
a 200-psi working pressure rating. They shall be iron bodied, bronze-mounted, non-rising
stem and counterclockwise opening with a 2 inch square operating nut. All valves on the fire
hydrant line(s) shall be 6-inch diameter mechanical joint by flange. All other valves shall be
either mechanical joint by flange or Mechanical joint shackled to tees or crosses. Valve stems
shall be provided with O-ring seals.
9-30.3(3) BUTTERFLY VALVES Supplement
Butterfly valves conforming to AWWA Specification C-504, Class 150 B shall be used on all
14 inch and larger water mains. They shall have Mechanical joint ends and be rated at 150 psi
working pressure. Operator shall have standard AWWA 2 inch square nut.
9-30.3(4) VALVE BOXES Supplement
Valve boxes shall be two-piece, adjustable, cast-iron (with additional extension pieces, if
necessary), as manufactured by the Olympic Foundry Company, or equal, with a minimum
DIVISION 9: MATERIALS
Revised 12/2013 Engineering Construction Standards 9-35
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.3 Revisions in
Progress\Division 9 (12-13) Clean.doc
inside diameter of 5 inch. The word “WATER” shall be cast in relief on the top of all valve
box covers. In addition, the letters “NC” shall be cast in place on valve box covers for those
valves that are normally closed. Valve box covers shall be of a design and thickness so traffic
will not allow them to be flipped out.
9-30.3(8) TAPPING SLEEVE AND VALVE ASSEMBLY Supplement
Tapping sleeves and valves shall conform to the following:
1. For wet taps on mains 12 inch diameter and larger or size-on-size, the tapping sleeve
shall be the full M.J. type, cast-iron, twin seal as manufactured by Mueller, Tyler,
Taylor, M & H, or epoxy-coated fabricated-steel, as manufactured by JCM, Rockwell
or equal;
2. For wet taps on mains 10 inch diameter and smaller, or at least 2 inch diameter
smaller than the main size, the tapping sleeve shall be the wraparound style, stainless
steel or epoxy-coated fabricated-steel, or cast-iron M.J. as manufactured by Romac,
Ford, M & H, Rockwell, Smith Blair, or equal.
9-30.5 HYDRANTS Supplement
Fire hydrants shall have two 2½-inch hose ports (National Standard Thread) and one 4½-inch
pumper port (National Standard Thread) with caps and no chains, 1¼ inch pentagonal
operating nut (counterclockwise) opening, O-ring-type stuffing box, automatic barrel drain,
and 5¼ inch valve opening. Hydrants shall be equipped with a 5” Storz adapter with blind
cap, or approved equal, where required by the Fire Department. Hydrants shall conform to
the latest revision of AWWA Standard Specification No. C-502 for dry-barrel fire hydrants
for ordinary water service. Hydrants shall be Mueller “Centurion” #A-423, M & H Style 929
Resilient (Brass-to-Brass Seats), or American AVK 2780.
9-30.6 WATER SERVICE CONNECTIONS (2-INCHES & SMALLER) Revision
All water service materials shall be low lead brass CDA 89833 or CDA 89520, and shall meet
ANSI/AWWA C800 and NSF 61 Annex G maximum lead requirements.
9-30.6(1) SADDLES Replacement
Saddles for 1½ inch and 2 inch pipe taps shall be epoxy-coated ductile iron, with double
stainless steel straps and cemented in place neoprene gaskets. Saddles shall have I.P.S. female
threads.
9-30.6(2) CORPORATION STOPS Supplement
1½ inch and 2 inch corporation stops shall be installed with saddle at the pipe main. The 1½
inch and 2 inch corporation stops shall be Mueller B-25028N, Ford FB1100-Q-NL, or
DIVISION 9: MATERIALS
Revised 12/2013 Engineering Construction Standards 9-36
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.3 Revisions in
Progress\Division 9 (12-13) Clean.doc
approved equal with M. I. P. threaded inlets and outlets with a compression connection
suitable for connecting to Type K copper tubing per Section 9-30.6(3)A (Copper Tubing).
¾ inch and 1 inch corporation stop inlets shall have tapered tapping threads per AWWA-C800
for insertion directly into the pipe main, and the outlets shall have a compression connection
suitable for connecting to Type K copper tubing per Section 9-30.6(3)A (Copper Tubing).
Corporation stops shall be Mueller B-25008N, Ford FB1000-Q-NL, or approved equal.
9-30.6(3) SERVICE PIPES Supplement
The City allows Type K copper tubing for all water service connections. For 1 ½-inch to 2-
inch high density polyethylene (HPDE) SDR-9 (in copper tube size) with stainless steel liners
in all couplings and wrapped with a #10 insulated copper tracer wire is acceptable. All
connections to copper tubing or polyethylene will be with Mueller 110 Compression
Connections or approved equal unless otherwise specified.
9-30.6(5) METER SETTERS (Meter Yokes) Replacement
Meter yokes shall conform to the following:
A. 1½ inch & 2 inch inlet and outlet legs have multi-purpose threaded ends with a
Mueller H-15428N or approved equal M. I. P. thread by compression connection
straight coupling suitable for connecting to Type K copper tubing per Section 9-
30.6(3)A (Copper Tubing) on the outlet;
1 inch inlet and outlet legs have compression connection suitable for connecting to
Type K copper tubing per Section 9-30.6(3)A (Copper Tubing) on the outlet;
B. They shall be equipped with a brace pipe eye;
C. Dimensions; height from centerline of inlet/outlet pipe to the centerline of meter
inlet/outlet.
1. 1 inch yokes = 10 inch high;
2. 1 ½ inch yokes = 12 inch min. high;
3. 2 inch yokes = 12 inch min. high;
D. All yokes shall come equipped with angle stops per Section 9-30.6(5)A (Meter
Stops) located at the meter inlet connection and check valves per Section 9-30.6(5)B
(Meter Check Valves) located at the meter outlet connection. Meter yokes shall be
equal to the following:
1. 1 inch service; yokes shall be Mueller B-2470-2N, Ford VBHH-70-10W-Q-NL
or approved equal;
2. 1 ½ inch and 2 inch service; yokes shall be Mueller B-2423-2N, Ford VBHH-
70-12BCH-NL, or approved equal;
DIVISION 9: MATERIALS
Revised 12/2013 Engineering Construction Standards 9-37
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.3 Revisions in
Progress\Division 9 (12-13) Clean.doc
9-30.6(5)A METER STOPS New Section
Meter stops shall be angle-type with locking wing equal to the following:
A. ¾ inch and 1 inch service; stop shall be Mueller B-24265;
B. 1½ inch and 2 inch service; stop shall be Mueller B-24286;
9-30.6(5)B METER CHECK VALVES New Section
Meter check valves shall be angle-type equal to the following:
A. ¾ inch and 1 inch service; check shall be Mueller H-14244;
B. 1½ inch and 2 inch service; check shall be Mueller H-14244 with meter flange;
9-30.6(5)C CURB VALVES New Section
Curb valves shall be straight ball-type equal to the following:
A. 1½ inch and 2 inch service; curb valves shall be Mueller B-25170N, Ford B41-W-Q-
NL, or approved equal with M. I. P. thread by compression connection straight
coupling suitable for connecting to Type K copper tubing per Section 9-30.6(3)A
(Copper Tubing) on the inlet;
B. 1-inch service; curb valves shall be Mueller B-25146N, Ford B44-W-Q-NL, or
approved equal with compression connection straight coupling suitable for
connecting to Type K copper tubing per Section 9-30.6(3)A (Copper tubing);
C. Locate curb valves in the meter boxes where possible and 1 foot outside the meter
boxes where the inside room is not available.
9-30.6(7) METER BOXES Supplement
Meter boxes shall be the following:
A. Boxes for 1 inch meters shall be Raven RMB-13x24x12 or Mid-States Plastics BCF
Series MSBCF-1324-12. Lids shall be ductile or cast iron with 2-inch AMR port.
Traffic rated cover shall be used in areas of vehicular traffic or as required by the
Engineer;
B. Boxes for 1½ inch and 2 inch meters shall be Raven RMB-17x30x12 or Mid-States
Plastics MSBBCF-1730-12. Lids shall be ductile or cast iron reader with 2- inch
AMR port. Traffic rated cover shall be used in areas of vehicular traffic or as
required by the Engineer.
DIVISION 9: MATERIALS
Revised 12/2013 Engineering Construction Standards 9-38
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.3 Revisions in
Progress\Division 9 (12-13) Clean.doc
9-36 FILTER FABRIC
9-36.1 FILTER FABRIC FOR INFILTRATION SYSTEMS New Section
Filter fabric for permanent infiltration systems shall be a non-woven polypropylene geotextile
fabric, Contech C45-NW as manufactured by Contech Construction Products Inc., or
equivalent.
END OF DIVISION 9
SECTION II: STANDARD DETAILS TABLE OF CONTENTS
Revised 12/2013 ........................... City of Auburn Engineering Construction Standards ...................... iii
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.3 Revisions in Progress\Section II Table Of Contents (12-13).doc
STANDARD DETAIL NAME STANDARD DETAIL NUMBER
STORM DRAINAGE
FLOW RESTRICTOR (TEE) ...........................................................................................................................STORM-01
MULTIPLE ORIFICE CONTROL STRUCTURE ............................................................................................STORM-02
SMALL SITE, WATER QUALITY CONTROL STRUCTURE ........................................................................STORM-03
GRADING/EROSION DISCHARGE CONTROL STRUCTURE ......................................................................STORM-04
RESIDENTIAL INFILTRATION TRENCH SYSTEM FOR DOWN SPOUTS .................................................STORM-05
RESIDENTIAL INFILTRATION DRY WELL DETAIL ...................................................................................STORM-06
RESIDENTIAL FOOTING DRAIN DETAIL....................................................................................................STORM-07
HEADWALL WITH GRATE ...........................................................................................................................STORM-08
THROUGH-CURB INLET FRAME & GRATE WITH VERTICAL CURB INSTALLATION ..........................STORM-09
THROUGH-CURB INLET FRAME ................................................................................................................STORM-10
CURB & GUTTER REINFORCING DETAIL..................................................................................................STORM-11
RESIDENTIAL SIDEWALK DRAIN ...............................................................................................................STORM-12
WATER
WATER MAIN BLOCKING ...........................................................................................................................WATER-01
TYPICAL AIR & VACUUM RELIEF VALVE DETAIL ..................................................................................WATER-02
2” PERMANENT BLOW OFF ASSEMBLY DETAIL .....................................................................................WATER-03
TEMPORARY BLOW OFF DETAIL ..............................................................................................................WATER-04
DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND VAULT (Page 1 of 2).........................................WATER-05
DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND VAULT (Page 2 of 2).........................................WATER-05a
IRRIGATION FROM DOMESTIC SERVICE LINE WITH D.C.V.A. UP TO 2” ..............................................WATER-06
5 ¼” M.V.O. HYDRANT SETTING DETAIL .................................................................................................WATER-07
FIRE HYDRANT LOCATION IN CUT OR FILL WITH GUARD POSTS DETAIL .........................................WATER-08
¾” TO 3” FIRE SPRINKLER LINES WITH DOMESTIC SERVICE LINE ......................................................WATER-09
PRESSURE REDUCING VALVE STATION FOR 8” DIA. WATERLINE (Sheet 1 of 3) .................................WATER-10
PRESSURE REDUCING VALVE STATION FOR 8” DIA. WATERLINE (Sheet 2 of 3) .................................WATER-10a
PRESSURE REDUCING VALVE STATION FOR 8” DIA. WATERLINE (Sheet 3 of 3) .................................WATER-10b
PRESSURE REDUCING VALVE STATION FOR 10” DIA. WATERLINE (Sheet 1 of 3) ...............................WATER-11
PRESSURE REDUCING VALVE STATION FOR 10” DIA. WATERLINE (Sheet 2 of 3) ...............................WATER-11a
PRESSURE REDUCING VALVE STATION FOR 10” DIA. WATERLINE (Sheet 3 of 3) ...............................WATER-11b
PRESSURE REDUCING VALVE STATION FOR 12” DIA WATERLINE (Sheet 1 of 3) ................................WATER-12
PRESSURE REDUCING VALVE STATION FOR 12” DIA. WATERLINE (Sheet 2 of 3) ...............................WATER-12a
PRESSURE REDUCING VALVE STATION FOR 12” DIA. WATERLINE (Sheet 3 of 3) ...............................WATER-12b
¾” & 1” WATER METER AND SERVICE LINE INSTALLATION ................................................................WATER-13
1 ½” & 2” WATER METER AND SERVICE LINE INSTALLATION .............................................................WATER-14
NOT USED ......................................................................................................................................................WATER-15
WATER METER LOCATION AND SERVICE LINE MATERIAL SCHEDULE .............................................WATER-16
3” OR 4” WATER METER AND SERVICE LINE INSTALLATION (Sheet 1 of 2) .........................................WATER-17
3” OR 4” WATER METER AND SERVICE LINE INSTALLATION (Sheet 2 of 2) .........................................WATER-17a
VALVE WRENCH EXTENSION BOX ...........................................................................................................WATER-18
C.I. 18” VALVE BOX TOP AND VALVE BOX COVER ................................................................................WATER-18a
5” C.I. SOIL PIPE VALVE BOX EXTENSION AND C.I. VALVE BOX BOTTOM ........................................WATER-18b
NON-SINGLE FAMILY SERVICE LINES WITH DEDUCT METER..............................................................WATER-19
TEMPORARY COMBINATION HYDRANT METER/REDUCED PRESSURE BACKFLOW ASSY .............WATER-20
REDUCED PRESSURE BACKFLOW ASSEMBLY (OUTSIDE INSTALLATION) ........................................WATER-21
REDUCED PRESSURE BACKFLOW ASSEMBLY (INSIDE INSTALLATION) ............................................WATER-22
DOUBLE CHECK VALVE ASSEMBLY (OUTSIDE INSTALLATION) .........................................................WATER-23
DOUBLE CHECK VALVE ASSEMBLY (INSIDE INSTALLATION) .............................................................WATER-24
SECTION II: STANDARD DETAILS TABLE OF CONTENTS
Revised 12/2013 ........................... City of Auburn Engineering Construction Standards ...................... iv
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STANDARD PLAN NAME STANDARD PLAN NUMBER
WSDOT STANDARD PLANS
(COMMONLY USED BY CITY OF AUBURN AND NOT INCLUDED HEREIN)
CEMENT CONCRETE PAVEMENT JOINTS .......................................................................................... A-40.10-00
CATCH BASIN TYPE 1 ............................................................................................................................ B-05.20-00
CATCH BASIN TYPE 1L ......................................................................................................................... B-05.40-00
CATCH BASIN TYPE 1P (For PARKING LOT) ....................................................................................... B-05.60-00
CATCH BASIN TYPE 2 ............................................................................................................................ B-10.20-00
CATCH BASIN TYPE 2 WITH BAFFLE TYPE FLOW RESTRICTOR..................................................... B-10.60-00
MANHOLE TYPE 1 .................................................................................................................................. B-15.20-00
MANHOLE TYPE 2 .................................................................................................................................. B-15.40-00
MANHOLE TYPE 3 .................................................................................................................................. B-15.60-00
CONCRETE INLET .................................................................................................................................. B-25.60-00
RECTANGULAR FRAME (REVERSIBLE) .............................................................................................. B-30.50.00
RECTANGULAR SOLID METAL COVER ............................................................................................... B-30.20.01
RECTANGULAR VANED GRATE........................................................................................................... B-30.30-00
RECTANGULAR HERRINGBONE GRATE ............................................................................................. B-30.50-00
MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES ............................................................. B-30.90-01
CONCRETE THRUST BLOCK FOR CONVEX VERTICAL BENDS ...................................................... B-90.50-00
DROP CONNECTIONS FOR SANITARY SEWER USE........................................................................... B-85.50-01
BEAM GUARDRAIL: TYPES 1 ~ 4 (W-Beam) ..................................................................................................... C-1
REINFORCED CONCRETE RETIANING WALL TYPE 1 AND 1SW ...................................................... D-10.10-01
REINFORCED CONCRETE RETAINING WALL TYPE 2 AND 2SW ...................................................... D-10.15-01
CEMENT CONCRETE CURBS ................................................................................................................. F-10.12-00
EXTRUDED CURB ................................................................................................................................... F-10.42-00
PRECAST CONCRETE SLOPED MOUNTABLE CURB ........................................................................... F-10.62-01
PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB .................................................. F-10.64-02
SIGNAL STANDARD TYPE DESIGNATIONS AND TYPES PPB, PS, I, RM AND FB DETAILS ...................... J-7a
TYPE 3 INDUCTION LOOP ................................................................................................................................ J-8c
LOCKING LID STANDARD JUNCTION BOX TYPES 1 & 2 ................................................................... J-40.10-00
PULL BOX ................................................................................................................................................ J-90.10-00
CABLE VAULT ......................................................................................................................................... J-90.20-00
ROAD CLOSURE, WITH DIVERSION..................................................................................................... K-10.20-01
ROAD CLOSURE, WITH OFF-SITE DETOUR ........................................................................................ K-10.40-00
LANE CLOSURE, WITHOUT FLAGGERS ~ LOW VOLUME ROAD ..................................................... K-20.20-01
LANE CLOSURE, WITH FLAGGER CONTROL ..................................................................................... K-20.40-00
LANE CLOSURE, WITH PILOT CAR ...................................................................................................... K-20.60-00
LANE SHIFT, ONTO PASSING LANE ..................................................................................................... K-22.20-01
SINGLE LANE CLOSURE, WITH ENCROACHMENT ............................................................................ K-24.20-00
DOUBLE LANE CLOSURE, ON MULTILANE ROADWAY ................................................................... K-24.40-01
SINGLE LANE CLOSURE, ON MULTILANE ROADWAY ..................................................................... K-24.60-00
SINGLE LANE CLOSURE, WITH TEMPORARY CONCRETE BARRIER .............................................. K-24.80-01
LANE SHIFT, ONTO TWO-WAY LEFT TURN LANE ............................................................................. K-26.20-00
LEFT AND CENTER LANE CLOSURE ~ TWO-WAY LEFT TURN LANE ............................................. K-26.40-01
INTERSECTION ~ LANE SHIFT ON THREE LANE TWO-WAY LEFT TURN LANE ............................ K-30.20-00
INTERSECTION ~ LANE SHIFT ON FIVE LANE TWO-WAY LEFT TURN LANE ................................ K-30.40.01
INTERSECTION ~ RIGHT LANE CLOSURE, FAR SIDE ........................................................................ K-32.20-00
INTERSECTION ~ LEFT LANE CLOSURE, FAR SIDE ........................................................................... K-32.40-00
INTERSECTION ~ MULTIPLE LANE CLOSURE .................................................................................... K-32.60-00
INTERSECTION ~ HALF ROAD CLOSURE WITH LANE SHIFT ........................................................... K-32.80-00
INTERSECTION ~ PEDESTRIAN DETOUR ............................................................................................ K-34.20-00
INTERSECTION ~ SHOULDER WORK................................................................................................... K-36.20-00
SHOULDER CLOSURE ~ HIGH SPEED ROADWAY (45 MPH OR HIGHER) ........................................ K-40.20-00
SHOULDER CLOSURE ~ LOW SPEED ROADWAY (40 MPH OR LESS) .............................................. K-40.40-00
SHOULDER CLOSURE ~ SHORT DURATION ....................................................................................... K-40.60-00
WORK BEYOND THE SHOULDER ........................................................................................................ K-40.80-00
EMERGENCY ~ PASSABLE HAZARD ................................................................................................... K-55.20-00
SPEED ZONE, SUPPLEMENTAL SIGNING ~ CHIP SEAL PROJECT .................................................... K-60.20-02
MOTORCYCLE, SUPPLEMENTAL SIGNING ......................................................................................... K-60.40-00
TEMPORARY CHANNELIZATION ......................................................................................................... K-70.20-00