HomeMy WebLinkAboutSection II 09 CONST Rev 05.10.11
SECTION II: STANDARD DETAILS TABLE OF CONTENTS Revised 06/2009 ............................ City of Auburn Engineering Construction Standards ....................... iii Ref.: H:\DEVELOPMENT\Manuals\
Current Manuals\2009 Construction Standards\Section II Table Of Contents (06-09).doc STANDARD DETAIL NAME STANDARD DETAIL NUMBER STORM DRAINAGE NOTCHED WEIR CONTROL STRUCTURE ........................
..............................................................................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...................................................STO
RM-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 ¾” DUAL WATER METER AND SERVICE LINE INSTALLATION ...............................................................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-1
8a 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
SECTION II: STANDARD DETAILS TABLE OF CONTENTS Revised 06/2009 ............................ City of Auburn Engineering Construction Standards ....................... iv Ref.: H:\DEVELOPMENT\Manuals\C
urrent Manuals\2009 Construction Standards\Section II Table Of Contents (06-09).doc 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
SECTION II: STANDARD DETAILS TABLE OF CONTENTS Revised 06/2009 ............................ City of Auburn Engineering Construction Standards ........................ v Ref.: H:\DEVELOPMENT\Manuals\C
urrent Manuals\2009 Construction Standards\Section II Table Of Contents (06-09).doc STANDARD PLAN NAME STANDARD PLAN NUMBER WSDOT STANDARD PLANS (continued) (COMMONLY USED BY CITY OF
AUBURN AND NOT INCLUDED HEREIN) 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