HomeMy WebLinkAboutConstruction Revision 5 _09.10.14.pdfSECTION I: SPECIAL PROVISIONS TABLE OF CONTENTS
Revised 9/2014 .................. City of Auburn Engineering Construction Standards ...................................... xix
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.1 Part 1 - Special Provisions\Section
I Table Of Contents (09-14).doc
9-29.13 TRAFFIC SIGNAL CONTROLLERS ................................................................................... Supplement
9-29.13(3) EMERGENCY PREEMPTION ......................................................................................... Supplement
9-29.16(2) CONVENTIONAL TRAFFIC SIGNAL HEADS ............................................................. Supplement
9-29.18 VEHICLE DETECTOR .......................................................................................................... Supplement
9-29.19 PEDESTRIAN PUSH BUTTONS .......................................................................................... Supplement
9-29.20 PEDESTRIAN SIGNAL......................................................................................................... Supplement
9-29.24 SERVICE CABINETS ........................................................................................................... Supplement
9-29.26 TRAFFIC SIGNAL BATTERY BACKUP SYSTEM ......................................................... New Section
9-30 WATER DISTRIBUTION MATERIALS
9-30.1(1) DUCTILE IRON PIPE ......................................................................................................... Supplement
9-30.2(1) DUCTILE IRON PIPE ......................................................................................................... Supplement
9-30.2(6) RESTRAINED JOINTS ....................................................................................................... Supplement
9-30.3(1) GATE VALVES (3-inches to 6-inches) ............................................................................. Replacement
9-30.3(3) BUTTERFLY VALVES ...................................................................................................... Supplement
9-30.3(4) VALVE BOXES .................................................................................................................. Supplement
9-30.3(8) TAPPING SLEEVE AND VALVE ASSEMBLY ............................................................... Supplement
9-30.5 HYDRANTS ............................................................................................................................. Supplement
9-30.6 WATER SERVICE CONNECTIONS (2-INCHES & SMALLER)
9-30.6(1) SADDLES .......................................................................................................................... Replacement
9-30.6(2) CORPORATION STOPS ..................................................................................................... Supplement
9-30.6(3) SERVICE PIPES .................................................................................................................. Supplement
9-30.6(5) METER SETTERS (Meter Yokes) ...................................................................................... Supplement
9-30.6(5)A CURB VALVES ............................................................................................................. New Section
9-30.6(7) METER BOXES .................................................................................................................. Supplement
9-30.6(8) SHUT-OFF VALVES ......................................................................................................... New Section
9-36 FILTER FABRIC
9-36.1 FILTER FABRIC FOR INFILTRATION SYSTEMS ........................................................... New Section
DIVISION 9: MATERIALS
Revised 9/4/2014 Engineering Construction Standards 9-35
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.1 Part 1 - Special
Provisions\Division 9 (09-14).doc
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)
9-30.6(1) SADDLES Replacement
(July 2014, City of Auburn)
Saddles for 1 inch, 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
(July 2014, City of Auburn)
Corporation stops for 1 inch service shall have AWWA tapered thread inlets 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 FB1000-4-Q-NL or approved equal for 1 inch
service.
The City allows 1 inch corporation stops to be installed with saddle at the pipe main. If a
saddle is used, corporation stops shall be Mueller B20013N with H-15451N outlet coupling
or Ford FB500-4-NL with C14-44-Q-NL outlet coupling, or approved equal for 1” service.
Corporation stops for 1½ inch, and 2 inch services shall be installed with saddle at the pipe
main. Corporation stops shall be Mueller B-2969N with H-15451N outlet coupling or Ford
FB500-6-NL with C14-66-Q-NL outlet coupling or approved equal for 1½ inch service.
Corporation stops shall be Mueller B-2969N with H-15451N outlet coupling or Ford FB500-
7-NL with C14-77-Q-NL outlet coupling or approved equal for 2 inch service. Outlet
coupling shall be suitable for connecting to Type K copper tubing per Section 9-30.6(3)A
(Copper Tubing) or high density polyethylene (HPDE) SDR-9 (in copper tube size).
9-30.6(3) SERVICE PIPES Supplement
(July 2014, City of Auburn)
The City allows Type K copper tubing for all water service connections. For 1½ inch and 2
inch service, high density polyethylene (HPDE) SDR-9 (copper tube size) with stainless steel
liners in all couplings and wrapped with a #10 insulated copper tracer wire is acceptable.
DIVISION 9: MATERIALS
Revised 9/4/2014 Engineering Construction Standards 9-36
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.1 Part 1 - Special
Provisions\Division 9 (09-14).doc
9-30.6(5) METER SETTERS Supplement
(July 2014, City of Auburn)
Meter yokes shall be equal to the following:
A. 1 inch service meter yokes shall have multi-purpose threaded ends, lock wing angle
ball valve and angle dual check valve. Meter yokes shall be Mueller B-2404R-2N
reduced port with H-14222N inlet and H-14227N outlet couplings or approved
equal. Contractor shall provide meter adapters for replacement projects. Meter
adapters shall be Mueller H-10879 5/8 inch x ¾ inch x 1 inch for ¾ inch meters, or
equal.
B. 1½ inch and 2 inch service meter yokes shall have F.I.P. threaded ends, lock angle
ball valve, angle dual check valve, and bypass with lock wing ball valve and check
valve.
C. 1½ inch service meter yokes shall be Mueller B-2423-2N with H-15428N outlet
coupling or Ford VBHH76-12BHC-11-66-NL with C84-66-Q-NL outlet coupling
or approved equal.
D. 2 inch service meter yokes shall be Mueller B-2423-2N with H-15428N outlet
coupling or Ford VBHH77-12BHC-11-77-NL with C84-77-Q-NL outlet coupling
or approved equal.
E. All meter yokes shall be set with a spacer pipe with hole drilled in pipe. Do not
install gaskets with spacer pipe.
9-30.6(5)A CURB VALVES New Section
(July 2014, City of Auburn)
Curb valves shall be straight ball-type, having outlets suitable for connecting to bronze
threaded nipples per Section 9-30.6(6) (Bronze Nipples and Fittings) and equal to the
following:
A. 1-inch service: curb valves shall be Mueller B-20200N with H-15428N inlet
coupling or Ford B11-444W-NL with C84-44-Q-NL inlet coupling suitable for
connecting to Type K copper tubing per Section 9-30.6(3)A (Copper Tubing);
B. 1½ inch service: curb valves shall be Mueller B-20200N with H-15428N inlet
coupling or Ford B11-666W-NL with C84-66-Q-NL inlet coupling suitable for
connecting to Type K copper tubing per Section 9-30.6(3)A (Copper Tubing) or
high density polyethylene (HPDE) SDR-9 (in copper tube size);
C. 2 inch service: curb valves shall be Mueller B-20200N with H-15428N inlet
coupling or Ford B11-777W-NL with C84-77-Q-NL inlet coupling suitable for
connecting to Type K copper tubing per Section 9-30.6(3)A (Copper Tubing) or
high density polyethylene (HPDE) SDR-9 (in copper tube size);
D. Locate curb valves in the meter boxes where possible and 1 foot outside the meter
boxes where the inside room is not available.
DIVISION 9: MATERIALS
Revised 9/4/2014 Engineering Construction Standards 9-37
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-3 Current Working Files\2.3.1 Part 1 - Special
Provisions\Division 9 (09-14).doc
9-30.6(7) METER BOXES Supplement
(July 2014, City of Auburn)
Meter boxes shall be the following:
A. Boxes for 1 inch service shall be Raven RMB 13”x24”x12” or Mid-States Plastics
BCF Series MSBCF-1324-12. Lids shall be ductile or cast iron reader cover 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 services shall be Raven RMB 17”x30”x12” or Mid-
States Plastics MSBCF-1730-12. Lids shall be ductile or cast iron reader cover with
2 inch AMR port. Traffic rated cover shall be used in areas of vehicular traffic or as
required by the Engineer.
9-30.6(8) SHUT-OFF VALVES New Section
(September 2014, City of Auburn)
Private shut-off valves shall be straight ball-type with lever handle, having outlets suitable
for connecting to bronze threaded nipples per Section 9-30.6(6) and equal to the following:
A. 1 inch, 1 ½ inch, and 2 inch shut-off valves shall be Mueller B-20200N with
B-202989900 short handle, or equal.
B. Shut-off valves shall be provided with ADS riser pipe and cap.
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 7/2014 .............................. City of Auburn Engineering Construction Standards.......................... i
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-2 Revisions Issued\Revision 5 - 07 2014\Section II Table Of Contents (7-14).docx
ENGINEERING CONSTRUCTION STANDARDS
STANDARD DETAIL NAME STANDARD DETAIL NUMBER
GENERAL
BANNER DETAIL ................................................................................................................................................ GENERAL-01
TEMPORARY CONSTRUCTION SITE SIGN BOARD (4’ X 4’) ....................................................................... GENERAL-02
TEMPORARY T.I.B. CONSTRUCTION SITE SIGN BOARD (4’ X 4’) ............................................................ GENERAL-02a
TEMPORARY H.U.D. CONSTRUCTION SITE SIGN BOARD (4’ X 4’) .......................................................... GENERAL-02b
TEMPORARY CONSTRUCTION SITE SIGN BOARD (4’ X 8’) ....................................................................... GENERAL-03
ROCK WALL DETAIL ......................................................................................................................................... GENERAL-04
CITY TELECOMMUNICATIONS SPLICE VAULT DETAIL (Sheet 1 of 2) ..................................................... GENERAL-05
CITY TELECOMMUNICATIONS SPLICE VAULT DETAIL (Sheet 2 of 2) ..................................................... GENERAL-05a
CITY TELECOMMUNICATIONS PULL BOX DETAIL (Sheet 1 of 2) ............................................................. GENERAL-06
CITY TELECOMMUNICATIONS PULL BOX DETAIL (Sheet 2 of 2) ............................................................. GENERAL-06a
EROSION
TEMPORARY CONSTRUCTION ENTRANCE .................................................................................................. EROSION-01
SMALL SITE TEMPORARY CONSTRUCTION ENTRANCE .......................................................................... EROSION-01a
TEMPORARY CONSTRUCTION EXIT WITH TIRE WASH PAN ................................................................. EROSION-02
SILT CONTROL FENCE ...................................................................................................................................... EROSION-03
CATCH BASIN PROTECTION ............................................................................................................................ EROSION-04
ALTERNATE CATCH BASIN PROTECTION .................................................................................................... EROSION-04a
GRAVEL FILTER BERM ..................................................................................................................................... EROSION-05
STRAW AND HAY BALE BARRIER ................................................................................................................. EROSION-06
SMALL LOT, SITE EROSION CONTROL PLAN ............................................................................................... EROSION-07
TRAFFIC
BUMPER CURB DETAIL ..................................................................................................................................... TRAFFIC-01
STREET RIGHT-OF-WAY PIPE TRENCH BACK FILL & PAVEMENT RESTORATION ............................. TRAFFIC-02
TYPICAL PIPE TRENCH DETAIL ...................................................................................................................... TRAFFIC-03
TELECOMMUNICATION CORRIDOR TRENCH DETAIL .............................................................................. TRAFFIC-04
BARRICADES ....................................................................................................................................................... TRAFFIC-05
BOLLARDS ........................................................................................................................................................... TRAFFIC-06
RESIDENTIAL DRIVEWAY ................................................................................................................................ TRAFFIC-07
ALTERNATE RESIDENTIAL DRIVEWAY ........................................................................................................ TRAFFIC-08
COMMERCIAL/INDUSTRIAL DRIVEWAY ...................................................................................................... TRAFFIC-09
ALTERNATE COMMERCIAL/INDUSTRIAL DRIVEWAY RETROFIT .......................................................... TRAFFIC-10
DRIVEWAY WIDTHS AND LOCATION ........................................................................................................... TRAFFIC-11
ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH GRADE ............................ TRAFFIC-12
TYPICAL STREET INTERSECTION DESIGN ELEMENTS ............................................................................. TRAFFIC-13
STREET TREE PLANTING/STAKING ............................................................................................................... TRAFFIC-14
NOT USED ............................................................................................................................................................ TRAFFIC-15
MAILBOX MOUNTING CURB TYPE LOCATION ........................................................................................... TRAFFIC-16
NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) INSTALLATION ................ TRAFFIC-17
NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) SINGLE UNIT ..................... TRAFFIC-18
NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) MULTIPLE UNITS ............. TRAFFIC-19
POURED IN PLACE MONUMENT, TYPE ‘A’ MODIFIED ............................................................................... TRAFFIC-20
POURED IN PLACE MONUMENT, TYPE ‘B’ MODIFIED ............................................................................... TRAFFIC-21
MONUMENT CASE AND COVER ...................................................................................................................... TRAFFIC-22
SIDEWALK WITH LANDSCAPE STRIP ............................................................................................................ TRAFFIC-23
COMMERCIAL/INDUSTRIAL SIDEWALK WITHOUT PLANTER STRIP ..................................................... TRAFFIC-24
WHEELCHAIR RAMP WITH DOMES ................................................................................................................ TRAFFIC-25
SECTION II: STANDARD DETAILS TABLE OF CONTENTS
Revised 7/2014 .............................. City of Auburn Engineering Construction Standards......................... ii
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-2 Revisions Issued\Revision 5 - 07 2014\Section II Table Of Contents (7-14).docx
TRAFFIC (continued)
STANDARD DETAIL NAME STANDARD DETAIL NUMBER
ALTERNATE WHEELCHAIR RAMP WITH DOMES ....................................................................................... TRAFFIC-26
PRINCIPAL ARTERIAL ROADWAY SECTION ................................................................................................ TRAFFIC-27
MINOR ARTERIAL ROADWAY SECTION ....................................................................................................... TRAFFIC-28
RESIDENTIAL COLLECTOR ROADWAY SECTION ....................................................................................... TRAFFIC-29
NONRESIDENTIAL COLLECTOR ROADWAY SECTION ............................................................................. TRAFFIC-30
RURAL COLLECTOR ROADWAY SECTION ................................................................................................... TRAFFIC-31
LOCAL RESIDENTIAL ROADWAY SECTION ................................................................................................. TRAFFIC-32
LOCAL NONRESIDENTIAL ROADWAY SECTION ........................................................................................ TRAFFIC-33
RURAL RESIDENTIAL ROADWAY SECTION ................................................................................................. TRAFFIC-34
LANE-USE PAVEMENT MARKING DETAIL ................................................................................................... TRAFFIC-35
34’ WIDE ROADWAY, CROSSWALK AND STOP BAR DETAIL ................................................................... TRAFFIC-36
44’ WIDE ROADWAY, CROSSWALK AND STOP BAR DETAIL ................................................................... TRAFFIC-37
61’ WIDE ROADWAY, CROSSWALK AND STOP BAR DETAIL ................................................................... TRAFFIC-38
2 WAY LEFT TURN LANE TO LEFT TURN LANE .......................................................................................... TRAFFIC-39
PAVEMENT MARKINGS (2-Lane 2-Way Traffic, Left Turn Lane, 2-Way Left
Turn Lane, and Standard Lane Markings ................................................................................................ TRAFFIC-40
PAVEMENT MARKINGS (2-Way Left Turn Lane with Left Turn Pocket) ......................................................... TRAFFIC-41
PAVEMENT MARKINGS (Dual Left Turn Lanes and Dual Right Turn Lanes) .................................................. TRAFFIC-42
PAVEMENT MARKINGS (Raised Pavement Marker (RPM), Gore, Center,
Skip, and Turn Lane Stripe) .................................................................................................................... TRAFFIC-43
BICYCLE LANE MARKINGS (Right Turn Lane Drop) ...................................................................................... TRAFFIC-44
BICYCLE LANE MARKINGS (Right Turn Pocket) ............................................................................................. TRAFFIC-45
PEDESTRIAN PUSH BUTTON DETAIL............................................................................................................. TRAFFIC-46
PREEMPTION INDICATOR LIGHT ASSEMBLY .............................................................................................. TRAFFIC-47
LUMINAIRE AND CONDUIT LAYOUT ............................................................................................................ TRAFFIC-48
LUMINAIRE POLE ............................................................................................................................................... TRAFFIC-49
UNIFORM LUMINAIRE WIRING DETAIL ........................................................................................................ TRAFFIC-50
POWER SERVICE CABINET DETAIL ............................................................................................................... TRAFFIC-51
POWER SERVICE AND UPS CABINET DETAIL (Sheet 1 of 2) ....................................................................... TRAFFIC-52
POWER SERVICE AND UPS CABINET DETAIL (Sheet 2 of 2) ....................................................................... TRAFFIC-52a
TRAFFIC SIGNAL CONTROLLER AND UPS FOUNDATION DETAIL ......................................................... TRAFFIC-53
TELLECOMMUNICATION AND LUMINAIRE ELECTRICAL TRENCH DETAIL ........................................ TRAFFIC-54
TYPICAL SIGN POST INSTALLATION ............................................................................................................. TRAFFIC-55
MAST ARM MOUNTED, STREET NAME SIGN DETAIL ................................................................................ TRAFFIC-56
POST MOUNTED, STREET NAME SIGN DETAIL ........................................................................................... TRAFFIC-57
50’ WIDE ROADWAY CROSSWALK AND STOP BAR DETAIL .................................................................... TRAFFIC-58
STANDARD DETECTOR LOOP SPACING ........................................................................................................ TRAFFIC-59
REPAIR OF EXISTING CEMENT CONCRETE PANELS IN ROADWAY ....................................................... TRAFFIC-60
DOWNTOWN PEDESTRIAN LIGHTING STANDARD .................................................................................... TRAFFIC-61
DOWNTOWN PEDESTRIAN POLE MOUNT LIGHTING STANDARD .......................................................... TRAFFIC-61a
LOCAL RESIDENTIAL ORNAMENTAL STREET LIGHTING STANDARD .................................................. TRAFFIC-62
DOWNTOWN STREET LIGHTING STANDARD .............................................................................................. TRAFFIC-63
TYPICAL PLAN FOR TREE GRATE .................................................................................................................. TRAFFIC-64
PRIVATE ACCESS ROAD (SHARED DRIVEWAY) ......................................................................................... TRAFFIC-65
PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB ......................................................... TRAFFIC-66
SANITARY SEWER
SIDE SEWER STUB .............................................................................................................................................. SEWER-01
PRIVATE SANITARY SIDE SEWER CLEANOUT ............................................................................................ SEWER-02
PUBLIC SANITARY OR STORM SEWER CLEANOUT ................................................................................... SEWER-03
24” DIA. MANHOLE FRAME AND COVER ...................................................................................................... SEWER-04
MANHOLE INSIDE DROP DETAIL.................................................................................................................... SEWER-05
SECTION II: STANDARD DETAILS TABLE OF CONTENTS
Revised 7/2014 .............................. City of Auburn Engineering Construction Standards........................ iii
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-2 Revisions Issued\Revision 5 - 07 2014\Section II Table Of Contents (7-14).docx
EXTRA SHALLOW MANHOLE DETAIL........................................................................................................... SEWER-06
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 7/2014 .............................. City of Auburn Engineering Construction Standards........................ iv
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-2 Revisions Issued\Revision 5 - 07 2014\Section II Table Of Contents (7-14).docx
WSDOT STANDARD PLANS
(COMMONLY USED BY CITY OF AUBURN AND NOT INCLUDED HEREIN)
STANDARD PLAN NAME STANDARD PLAN NUMBER
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
SECTION II: STANDARD DETAILS TABLE OF CONTENTS
Revised 7/2014 .............................. City of Auburn Engineering Construction Standards......................... v
Ref.: H:\Engineering Standards Manuals\02 Construction Standards\02-2 Revisions Issued\Revision 5 - 07 2014\Section II Table Of Contents (7-14).docx
WSDOT STANDARD PLANS (continued)
(COMMONLY USED BY CITY OF AUBURN AND NOT INCLUDED HEREIN)
STANDARD PLAN NAME STANDARD PLAN NUMBER
CLASS A CONSTRUCTION SIGNING INSTALLATION ........................................................................... K-80.10-00
TYPE 3 BARRICADE ..................................................................................................................................... K-80.20-00
ALTERNATE TEMPORARY CONC. BARRIER (F-SHAPE) ....................................................................... K-80.30-00
TEMPORARY CONC. BARRIER ANCHORING .......................................................................................... K-80.35-00
TEMPORARY CONC. BARRIER ANCHORING ~ NARROW ..................................................................... K-80.37.00
CHAIN LINK FENCE, TYPES 3 and 4 ............................................................................................................ L-20.10-00
CHAIN LINK GATE......................................................................................................................................... L-30.10-00