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HomeMy WebLinkAboutSection II 09 CONST SECTION II: STANDARD DETAILS TABLE OF CONTENTS Revised 06/2009 ............................ City of Auburn Engineering Construction Standards ......................... i Ref.: H:\DEVELOPMENT\Manuals\ Current Manuals\2009 Construction Standards\Section II Table Of Contents (06-09).doc 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 TEMPORARY CONSTRUCTION EXIT WITH TIRE WASH PAN .................................................................EROSION-02 SILT CONTROL FENCE .................................................................................................... .................................EROSION-03 CATCH BASIN PROTECTION...........................................................................................................................EROSION-04 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 LANDSCAPE STRIP DECIDUOUS PLANTING/STAKING.. ............................................................................TRAFFIC-14 NOT USED ....................................................................................................... ....................................................TRAFFIC-15 MAILBOX MOUNTING CURB TYPE LOCATION ...........................................................................................TRAFFIC-1 6 NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.B.U.) INSTALLATION ................TRAFFIC-17 NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) SINGLE UNIT.....................TRAFF IC-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.....................................................TRAFFI C-24 WHEELCHAIR RAMP WITH DOMES................................................................................................................TRAFFIC-25 ALTERNATE WHEELCHAIR RAMP WITH DOMES .......................................................................................TRAFFIC-26 SECTION II: STANDARD DETAILS TABLE OF CONTENTS Revised 06/2009 ............................ City of Auburn Engineering Construction Standards ........................ ii Ref.: H:\DEVELOPMENT\Manuals\ Current Manuals\2009 Construction Standards\Section II Table Of Contents (06-09).doc STANDARD DETAIL NAME STANDARD DETAIL NUMBER TRAFFIC (continued) 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 STREET LIGHTING CONTROL CABINET DETAIL............... ..........................................................................TRAFFIC-51 TRAFFIC SIGNAL CONTROL CABINET DETAIL (Sheet 1 of 2).............................................................. .......TRAFFIC-52 TRAFFIC SIGNAL CONTROL CABINET DETAIL (Sheet 2 of 2).....................................................................TRAFFIC-52a TRAFFIC SIGNAL CONTROLLER FOUNDATION DETAIL...........................................................................TRAFFIC-53 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 ....................................................................................T RAFFIC-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 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 EXTRA SHALLOW MANHOLE DETAIL...........................................................................................................SEWER-06 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