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HomeMy WebLinkAboutENG Const Stds Part 2 Jan 2022PART 2: STANDARD DETAILS TABLE OF CONTENTS NAME NUMBER BANNER DETAIL G-01 TEMPORARY CONSTRUCTION SITE SIGN BOARD (4'x4') G-02 TEMPORARY H.U.D. CONSTRUCTION SITE SIGN BOARD (4'x4') G-04 TEMPORARY CONSTRUCTION SITE SIGN BOARD (8'x4') G-05 PULL BOX (CITY TELECOMMUNCATIONS PULL BOX)J-90.10 SMALL CABLE VAULT (CITY TELECOMMUNCATIONS SPLICE VAULT) J-90.21 TEMPORARY CONSTRUCTION ENTRANCE/EXIT E-01 SILT CONTROL FENCE E-02 CATCH BASIN INLET PROTECTION E-03 ALTERNATE CATCH BASIN INLET PROTECTION E-04 GRADING/EROSION DISCHARGE CONTROL STRUCTURE E-05 TYPICAL PIPE TRENCH BACKFILL T-01 EXISTING ROADWAY RESTORATION OF UTILITY TRENCHES T-02 EXISTING ROADWAY RESTORATION OF UTILITY TRENCHES IN INTERSECTION T-02A TYPICAL BOLLARD INSTALLATION T-03 DRIVEWAY WIDTHS AND LOCATION T-04 ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH GRADE T-05 STREET TREE IN LANDSCAPE STRIP T-06 NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) INSTALLATION T-07 NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) SINGLE UNIT T-08 NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MULTIPLE UNITS T-09 DOUBLE CENTERLINE WITH RAISED PAVEMENT MARKERS T-12 CEMENT CONCRETE SIDEWALK WITH LANDSCAPE STRIP T-13 PERVIOUS CEMENT CONCRETE SIDEWALK T-14 CEMENT CONCRETE SIDEWALK WITHOUT LANDSCAPE STRIP T-15 BICYCLE LANE MARKINGS T-17 LUMINAIRE AND CONDUIT LAYOUT DETAIL T-18 LUMINAIRE POLE T-19 UNIFORM LUMINAIRE WIRING DETAIL T-20 POWER SERVICE CABINET DETAIL T-21 TRAFFIC SIGNAL CONTROLLER & FOUNDATION DETAIL T-22 TELECOMMUNICATION AND LUMINAIRE ELECTRICAL TRENCH T-23 TYPICAL SIGN POST INSTALLATION T-24 MAST ARM MOUNTED, STREET NAME SIGN DETAIL T-25 POST MOUNTED, STREET NAME SIGN DETAIL T-26 GENERAL DETAILS TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) DETAILS For additional TESC details and figures see the City of Auburn SWMM TRAFFIC DETAILS WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) Issued January 2022 City of Auburn Engineering Construction Standards Part 2, Page 1 NAME NUMBER GENERAL DETAILSREPAIR OF EXISTING CEMENT CONCRETE PANEL IN ROADWAY T-27 DOWNTOWN PEDESTRIAN POLE MOUNT LIGHTING STANDARD T-28,28A,28B LOCAL RESIDENTIAL ORNAMENTAL STREET LIGHTING STANDARD T-29 TYPICAL PLAN FOR TREE GRATE T-30 PRIVATE ACCESS ROAD / SHARED DRIVEWAY T-31 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB RETROFIT T-32 STREET TREE UNDERGROUND STABILIZATION T-33 STANDARD DRIVEWAY - OFFSET APRON T-34 ALTERNATE DRIVEWAY - INLINE (DROP) APRON T-35 STREET LIGHTING LAMP SCHEDULE T-37 DOWNTOWN DECORATIVE TYPE III COMBO LIGHTING & MAST ARM SIGNAL T-38 DOWNTOWN DECORATIVE LIGHT POLE T-39 "NO PARKING" SIGN T-40 CONCRETE TRAFFIC CURB & GUTTER TO HMA WEDGE CURB TRANSITION T-41 SPEED CUSHION DETAIL T-42 SPEED CUSHION PLAN T-42A DOWNTOWN PEDESTRIAN CROSSWALK T-43 DOWNTOWN BRICK PAVER BAND T-44 TYPICAL TRAFFIC BARRICADES T-45 POURED IN PLACE MONUMENT TYPE A MODIFIED T-46 CAST-IN-PLACE DUAL MOUNTABLE CEMENT CONCRETE TRAFFIC CURB T-47 SENSITIVE AREA SIGN COMMERCIAL AQUATIC T-48 DOWTOWN PEDESTRIAN PUSH BUTTON STANDARDS T-49 RAISING BEAM GUARDRAIL DETAIL C-1 BEAM GUARDRAIL ANCHOR TYPE 2 C-6a CEMENT CONCRETE CURBS F-10.12 PARALLEL CURB RAMP F-40.12 PERPENDICULAR CURB RAMP F-40.15 SINGLE DIRECTION CURB RAMP F-40.16 DETECTABLE WARNING SURFACE F-45.10 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2,3, & 4 F-80.10 LOCKING LID STANDARD JUNCTION BOX TYPES 1 & 2 J-40.10 TYPE 3 BARRICADE K-80.20 LEFT TURN CHANNELIZATION REDUCED TAPERS M-3.20 TWO-WAY LEFT TURN AND MEDIAN CHANNELIZATION M-3.40 DOUBLE LEFT-TURN CHANNELIZATION M-3.50 RIGHT TURN CHANNELIZATION M-5.10 BICYCLE LANE SYMBOL LAYOUT M-9.50 RAILROAD CROSSING LAYOUT M-11.10 CROSSWALK LAYOUT M-15.10 LONGITUDINAL MARKING PATTERNS M-20.10 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW-SPEED ROADWAYS M-24.40 WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) Issued January 2022 City of Auburn Engineering Construction Standards Part 2, Page 2 NAME NUMBER GENERAL DETAILS SIDE SEWER STUB S-01 PRIVATE SANITARY SIDE SEWER CLEAN OUT S-02 PUBLIC SIDE SEWER CLEANOUT (8" OR LARGER)S-03 24" DIA. MANHOLE FRAME AND COVER S-04 RETROFIT EXISTING MANHOLE WITH INSIDE DROP S-05 EXTRA SHALLOW MANHOLE DETAIL S-06 MANHOLE AT END OF SANITARY SEWER LINE S-07 MANHOLE CHANNEL CONSTRUCTION S-08 FLOW RESTRICTOR S-09,9a COVERED CURB OPENING INLET S-10 CATCH BASIN TYPE 1 B-5.20 CATCH BASIN TYPE 2 B-10.20 MANHOLE TYPE 1 B-15.20 MANHOLE TYPE 2 B-15.40 COMBINATION INLET B-25.20 CONCRETE INLET B-25.60 CEMENT CONCRETE CURB AND GUTTER PAN F-10.16 WATER MAIN BLOCKING W-01 TYPICAL AIR AND VACUUM RELIEF VALVE DETAIL W-02 2" PERMANENT BLOW OFF ASSEMBLY W-03 TEMPORARY BLOW OFF DETAIL W-04 WATER SAMPLING STATIONING DETAIL W-05 3/4" TO 2" IRRIGATION FROM DOMESTIC SERVICE LINE (SINGLE FAMILY) W-06 5 1/4" M.V.O. HYDRANT SETTING DETAIL W-07 FIRE HYDRANT LOCATION IN CUT OR FILL W/ GUARD POSTS W-08 2" FIRE SPRINKLER LINES WITH 3/4" TO 2" DOMESTIC SERVICE LINE W-09 1" WATER SERVICE INSTALLATION W-13 1 1/2" & 2" WATER SERVICE W-14 WATER METER LOCATION & MATERIAL SCHEDULE W-15 3" OR LARGER WATER METER INSTALLATION W-16,16a VALVE WRENCH EXTENSION BOX W-17 C.I. VALVE BOX TOP & VALVE BOX COVER W-18 5" C.I. SOIL PIPE VALVE BOX EXTENSION & C.I. VALVE BOX BOTTOM W-19 NON-SINGLE FAMILY SERVICE LINES W-20 TEMP. COMBINATION HYDRANT METER/ REDUCED PRESSURE BACKFLOW ASSY. W-21 REDUCED PRESSURE BACKFLOW ASSY. (OUTSIDE INSTALLATION) W-22 REDUCED PRESSURE BACKFLOW ASSY. (INSIDE INSTALLATION) W-23 DOUBLE CHECK VALVE ASSEMBLY (OUTSIDE INSTALLATION) W-24 DOUBLE CHECK VALVE ASSEMBLY (INSIDE INSTALLATION) W-25 DUCTILE IRON CASING W-26 SANITARY SEWER AND STORM DRAIN DETAILS WATER DETAILS WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) Issued January 2022 City of Auburn Engineering Construction Standards Part 2, Page 3 75’ OF 1/4”0 NYLON ROPE CONTINUOUS THROUGH TOP AND BOTTOM OF BANNER. CONNECT ENDS TO EXISTING MOUNTS.3/8”0CABLE30 MAX24’ MIN1.5’ TYP.MAX.►A~=dfX<WIND - SLOTS2.5’ H45’ TYP.L2.5’1” METAL GROMMET (3/8” INSIDE DIA.) TO ACCOMMODATE 3/4” LINK SNAP LOCKS AS SHOWN-UD00r-O^t"=F=►A-—EXISTING 3/8”0 STEEL CABLE-LINK SNAP LOCK3/4” LINK SNAP LOCKS (AS SHOWN)\v\7Li_l/\//o/1/4” 0NYLON ROPE\o</\crl/4”0 NYLON ROPE -/lstr/riz mV/\/\/OV\/<\/OclBANNERMATERIAL\/\REINFORCING STITCHES ON SEAMS AT TOP & BOTTOM OF BANNER AS SHOWNSECTION A-AFRONT VIEWNTSNTSNOTES:EXIST. 3/8”0 STEEL CABLELINKSNAPLOCKWIND SLOT SHALL BE 6” DIAMETER HALF CIRCLE, MINIMUM. THEY MAY BE LOCATED IN AREAS WHICH DO NOT DETRACT FROM THE BANNER.1.WIND SLOTS SHALL BE SPACED ONE SLOT PER 5 FT. OF BANNER LENGTH.2.nO1/4” ROPEBANNER SHALL BE DURABLE TEARING RESISTANT MATERIAL, I.E., NYLON, VINYL, ETC.3.STITCHINGBANNER SHALL BE CONNECTED TO EXISTING CABLE WITH DETACHABLE 3)4’AS SHOWN. OTHER METAL RING TYPES WILL NOT BE ACCEPTED. APPLICANT SHALL PROVIDE A MINIMUM OF 40 LINK SNAP LOCKS INSTALLED ON THE TOP AND BOTTOM OF BANNER AS SHOWN (20 ON EACH SIDE). NOT ALL LOCATIONS REQUIRE LINK SNAP LOCKS ON THE BOTTOM. APPLICANT TO VERIFY DURING BANNER APPLICATION SUBMITTAL.LINK SNAP LOCKS4.GROMMETBANNER - MATERIAL (SINGLE LAYER)REINFORCING STITCHES SHALL BE PROVIDED ON SEAMS AT TOP & BOTTOM OF BANNER.5.BANNER SHALL BE CONSTRUCTED USING A SINGLE LAYER OF BANNER MATERIAL. DOUBLE SIDED BANNERS SHALL HAVE PRINT ON BOTH SIDES OF THE SINGLE LAYER MATERIAL.6.ySIDE VIEWBANNER CONSTRUCTION SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO BANNER BEING DEPLOYED AT THE PERMITTED LOCATION.7.NTScn-j uvujtn1 4V/ i O' I BS(ALLOW FOR SAG)DATE:6XG3NIONAPPROVED BY BANNER DETAIL N9±{?N1HSVM1G-01.3STANDARD DETAIL:PUBLIC WORKS DEPARTMENT 4’ 4” ol TYP. 1/2” BORDER 3” TYP.—i R=1/2 )> i o ro CM — 4C CITY OF AUBURN PROJECT NAME :IZ CITY)FAUBURN' _L PRd ECT NAME CLProject no:____ Contractor:___ Estimated Starting Date:_ Estimated Completion Date:__ Project no,: Contractor: _ Estimated Starting Date: AJ Estimated Completion Date: v- >-i—o 4”ro *- TYP. For More Information Please Call 253.931,3010 Fit More Infomlati Please CaL 253.931.30'” nCITY OF -.'Jl'Ul CD EVl 1'lS IsWASHINGTON A Sc Of Oily of Auburn 1 Giy of Auburn P i • LLV- > Hro ro i 1/2 n 2Cin CM TYP. h s y k ASTj. /WIWAV ~c!cmI YAolnuL Jh X1A5Lis h. Y EXISTING GRADE 5" bUstf_JcYL j !'•ri. Ais! b'_ J £E j 5 CONSTRUCTION NOTES:■:: ■Vi SIGN BOARD SHALL BE CONSTRUCTED FROM 4’x4’x3/4” EXTERIOR MARINE PLYWOOD. ALL LETTERS AND NUMERALS SHALL BE SERIES C. LETTERING SHALL BE BLACK ON WHITE BACKGROUND USING 3M SCOTCHLITE EC FILM SERIES 1700 OVER 3M DIAMOND GRADE VIP OR BETTER. 1.L. c>c V I. Q 3 2.>eo. %B3 3. o 2 T£ SIGN AND POSTS SHALL BE PLANTED INTO AN UNYIELDING SOIL AND REINFORCED BY TAMPING GRAVEL OR SMALL ROCKS WHEN NECESSARY TO ASSURE RESISTANCE AGAINST STRONG WIND. BRACING MAY BE REQUIRED AT SOME LOCATIONS AS DIRECTED BY THE ENGINEER. 4.o •Q C O CO cc T Ic 3 SIGN BOARD SHALL BE FABRICATED AND MOUNTED ON 2 EACH 4"x4”x8’ POSTS WITH THE FOLLOWING GALVANIZED FASTENERS AND SIZES AS INDICATED: 5. o i;: 4 EA. 1/4” DIA.x6 4 EA. 1/4” NUTS 8 EA. 1/4” WASHERS »» CO o CM K) V.h*:: OI O APPROVED,* BY CITY ENGINEER:DATE; .cityof • Zlsbo DEVELOPMENT & PUBLIC WORKS DEPT! e TEMPORARY CONSTRUCTION SITE SIGN BOARD (4’x4’) o 5k.n ' B N STANDARD DETAIL:COM G-02.1n. 4’ 4” £L TYP. 1/2” BORDER >-3C CLiro >-R=1/2 n CNJ CITY OF AUBURN PROJECT NAME mjF AUBURN' PRC® CT NAMEi i i i (Project No:_____ Contractor:_____ Estimated Starting Date:_ Estimated Completion Date:__ Community Block Dev. Grant:_ City Utility Funds:_ Project No: Contractor:T H. 4CCNJ •4"3C r Estimated Completicpate: . i Community BIck* DeTAt S-City Utility Fundsu i i)R = 3 sz:-YOF %CO-\/WASHINGTON WASHINGTON. FofMcrainferiaiicii PfeaseCai “ This Is \ For More Information \ PleaseCal \ 253.931.30j0 * ThsiiA Sc* OfOily of Auburn Progress Process 253*3*: *ro 1 CL4- >-i/ Q / VV ro 1/2 » LD 2C* %Csl TYP.EXISTING GRADE % O.s 0 pmi4 * 4♦a bo £££; £LD *O E )2 I .STY _ J _ J _ Jo C o CI ■X) CONSTRUCTION NOTES: IT cr C SIGN BOARD SHALL BE CONSTRUCTED FROM 3/4” EXTERIOR MARINE PLYWOOD. ALL LETTERS AND NUMERALS SHALL BE SERIES C. 1.* Eo 2.> 2Ie>3.LETTERING SHALL BE BLACK ON WHITE BACKGROUND USING 3M SCOTCHLITE EC FILM SERIES 1700 OVER 3M DIAMOND GRADE VIP OR BETTER. q S H *SIGN AND POSTS SHALL BE PLANTED INTO AN UNYIELDING SOIL AND REINFORCED BY TAMPING GRAVEL OR SMALL ROCKS WHEN NECESSARY TO ASSURE RESISTANCE AGAINST STRONG WIND. BRACING MAY BE REQUIRED AT SOME LOCATIONS AS DIRECTED BY THE ENGINEER. 4. GO c o c 3<r SIGN BOARD SHALL BE FABRICATED AND MOUNTED ON 2 EACH 4”x4”x8’ POSTS WITH THE FOLLOWING GALVANIZED FASTENERS AND SIZES AS INDICATED: 4 EA. 1/4” DIA.x6 4 EA. 1/4” NUTS 8 EA. 1/4” WASHERS 5.co if)/: to o<N n S(-• o i j a I APPROVED BY CITY ENGINEER: DATE:TEMPORARY H.U.D. CONSTRUCTION SITE SIGN BOARD (4’x4’) • CITYOFAuburnO SjsUoIt.AJt WASHINGTON DEVELOPMENT & PUBLIC WORKS DEPT!:8 COMMU STANDARD DETAIL:G-04.10 83/4” BORDERR=1/2NvTYP.1/2:3C6iTYP.CITY OF AUBURNPROJECT NAMETYP.Q_CD >-IroCMProject No.:__Contractor:___Estimated Starting Date: _ Estimated Completion Date:ICITY 8F AUBURN _—LfROJECT NAMEii4Ciito.: _This Is A Sign Of ProgressFor More Infomjatioh Please Call 253.931.301b -■orintractor:3CWASHINGTONb^QF AUBURN2C—Q.— — >te:ii—roI4 EA. 3/8” DIA. x 6” GALV. BOLTS W/ TOTAL OF (8) EA. WASHERS, & (4) EA. NUTSThis Is__AWiotPramsFor More l«fa/nal>! Pleasp'CsKi | 253331.3010 jinCDf CF^Y Of AUBURNCLV- >-30roCDY—N>I2CCMEXISTINGGRADEWMWmWMWMMMM1§k\Y<\CD&CONSTRUCTION NOTES:SIGN BOARD SHALL BE CONSTRUCTED FROM 4’x4’x3/4” EXTERIOR MARINE PLYWOOD. ALL LETTERS AND NUMERALS SHALL BE SERIES C.1.2.LETTERING SHALL BE BLACK ON WHITE BACKGROUND USING 3M SCOTCHLITE EC FILM SERIES 1700 OVER 3M DIAMOND GRADE VIP OR BETTER.3.SIGN AND POSTS SHALL BE PLANTED INTO AN UNYIELDING SOIL AND REINFORCED BY TAMPING GRAVEL OR SMALL ROCKS WHEN NECESSARY TO ASSURE RESISTANCE AGAINST STRONG WIND. BRACING MAY BE REQUIRED AT SOME LOCATIONS AS DIRECTED BY THE ENGINEER.4.SIGN BOARD SHALL BE FABRICATED AND MOUNTED ON 2 EACH 4”x4”x8’ POSTS WITH THE FOLLOWING GALVANIZED FASTENERS AND SIZES AS INDICATED:4 EA. 3/8” DIA.x6”4 EA. 3/8” NUTS 8 EA. 3/8” WASHERS5.Plotted by: Craig Dobyns on 7/13/2016 Flic location: M:\Construction Standard Detalla\Approved Drawing Files (dwg)\General\STDETL—G-05.1APPROVES] BY CITY ENGINEER:DATE:TEMPORARY CONSTRUCTION SITE SIGN BOARD (8’x4’) 4CITY OFAuburn WASHINGTON \ onand :i cA ?? INBNdOlBAg-CJ? AlINtMjflOOWORKS DEPT. STANDARD DETAIL:G-05.1 INSTALL DRIVEWAY CULVERT IF ROADSIDE DITCH IS PRESENT NOTE: FOR ADDITIONAL INFORMATION PERTAINING TO CONSTRUCTION ENTRANCE / EXIT, REFER TO DEPT. OF ECOLOGY BMP C105 n 1 InEXISTING ROAD ' 11Humif 7/7/ a 'UX \ %\o^ & 25’-fill AV//V." / 4”-8 QUARRY SPALLS I Ai//m 7 Ji\V\J\ \25’ MIN. FOR SMALL SITE (SEE NOTE 1)WWW Qm3EOTEXTILE FOR SOIL------- STABILIZATION PER WSDOT STANDARD SPECIFICATION SECTION 9-33 v Y...../>r . ,^o _ 15’ MIN. FOR SMALL SITE (SEE NOTE 1) 12” MIN. THICKNESSo ■ £MAINTENANCE STANDARDS: SMALL SITE IS DEFINED AS A SITE THAT ADDS OR REPLACES LESS THAN 5,000 SQUARE FEET OF IMPERVIOUS SURFACE & DISTURBS LESS THAN ONE ACRE. 1.1c O '5I 2. QUARRY SPALLS PLUS WOVEN GEOTEXTILE FABRIC UNDER ROCK SHALL BE ADDED AS NEEDED TO KEEP THE ENTRANCE IN CONFORMANCE WITH THESE STANDARDS.77 tJ IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE SHOVELING, PICKUP SWEEPING, & HAND SWEEPING, AN INCREASE IN THE ENTRANCE DIMENSIONS, OR THE INSTALLATION OF A SELF-CONTAINED WHEEL WASH STATION, (REFER TO DOE BMP C-106 FOR MORE INFORMATION). ANY SEDIMENT THAT IS TRACKED ONTO STREET PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SHOVELING, PICKUP SWEEPING, & HAND SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ONSITE. PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE & THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 3.tz c* o 7 EI 4.q I •p ■C (/) ■ c o 5.ANY ROCK SPALLS THAT ARE LOOSENED FROM THE DRIVEWAY PAD & ONTO THE ROADWAY SHALL BE REMOVED IMMEDIATELY. VACTOR TRUCK MUST BE USED TO CLEAN CATCH BASIN IF IT BECOMES PLUGGED. VEHICLES SHALL NOT ENTER OR EXIT THE SITE OTHER THAN THE CONSTRUCTION ENTRANCE(S). REMOVE TEMPORARY CONSTRUCTION ENTRANCE/EXIT UPON COMPLETION OF THE ON-SITE WORK. o C <o 6.oN n N.r-. 7.g.XI a a» E APPROVED BM CITY ENGINEER: DATE:TEMPORARY CONSTRUCTION ENTRANCE / EXIT .CITY OFO £ WASHINGTON_ yp/ELOPMENT & PUBLIC WORKS DEPT.COMMU STANDARD DETAIL:E-01.1a. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS--------------- 2”x2”, 14 GA. WIRE MESH OR EQUIVALENT IF STANDARD FILTER FABRIC IS USED. EXISTING GRADE-A rnm — MIN. 4” DEEP TRENCH \ |T" I II I u Au 6’ MAX. SPACING MAY INCREASE IF WIRE BACKING IS USED SILT FENCE NOT TO SCALE MAINTENANCE STANDARDS:STEEL FENCE POSTS---------INSPECT WEEKLY ON ACTIVE SITES, MONTHLY ON INACTIVE SITES, & AFTER EACH STORM EVENT TO VERIFY PROTECTION IS STILL ADEQUATE. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 1.io 2”x2”, 14 GA. WIRE MESH OR EQUIVALENT IF STANDARD FILTER FABRIC IS USED---------- . 1tz a IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT POND. 2.I FILTER FABRICa> TJ 3. THE UPHILL SIDE OF THE FENCE SHALL BE PERIODICALLY CHECKED FOR SIGNS OF CLOGGING CAUSING CHANNELIZATION OF THE FLOWS PARALLEL TO THE FENCE. IN SUCH CASE, REPLACE THE FENCE AND OR REMOVE THE TRAPPED DEBRIS AND SEDIMENT. MULCHc O I CNI TJ MIN. 4 DEEP TRENCH 2 I» o 1 SEDIMENT AND DEBRIS BUILD UP MUST BE REMOVED WHEN 6” HIGH. 4.•E BACKFILL TRENCH W/ 3/4”—1 1/2” WASHED GRAVEL OR NATIVE SOIL------------ •o 1’—0CO REMOVE AND REPLACE DETERIORATED FILTER FABRIC DUE TO ULTRAVIOLET BREAKDOWN. i 5.MIN. STEEL FENCE c 3 MIN. 4” WIDE UPON COMPLETION OF WORK AND WHEN ALLOWED BY THE CITY OF AUBURN, THE CONTRACTOR SHALL REMOVE ALL FILTER FABRIC FENCE AND GRAVEL. PROVIDE FINISH GRADES WITH SURFACING MATERIAL AND L4NDSCAPING AS REQUIRED. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. 6. TRENCH LINEo SECTION A-A NOT TO SCALEGI to NOTES:o INN,K) N 1. 1o FOR ADDITIONAL TECHNICAL INFORMATION, REFER TO WSDOE BMP C233.2. a DATE:APPROVED ,Y CITY ENGINEER:p..CITY OF_ -1 SILT CONTROL FENCE o COMMUimY DEVELOPMENT & PUBLIC & WASHINGTON g WORKS DEPT. STANDARD DETAIL:E-02.1Q. a .GEOTEXTILE FABRIC t> DRAINAGE GRATE, RECTANGULAR GRATE SHOWN------rt> 6 a c*A' 5” MAX.. t>t>a t>.-A hA A, t>t>at>CURB & GUTTER -': 5?muvs>OVERFLOW BYPASS OPENING (TYP.)------------------ MAINTENANCE STANDARDS: „-cf. : SEDIMENT AND DEBRIS RETRIEVAL STRAPS (TYP.) ,v,- ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC SHALL BE REMOVED PROMPTLY AND DISPOSED OF. 1. w BELOW DRAINAGE GRATE DEVICE V 2.SEDIMENT SHALL NOT BE REMOVED WITH WATER INSIDE THE BASIN. REGULAR MAINTENANCE IS REQUIRED. INSPECT WEEKLY ON ACTIVE SITES, MONTHLY ON INACTIVE SITES, & AFTER EACH STORM EVENT TO VERIFY PROTECTION IS STILL ADEQUATE. REPLACE AS NEEDED. DO 3. SCHEMATIC DETAIL VIEW NOT TO SCALE CURB & GUTTER -5” MAX.CATCH BASIN WITH GRATE4. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN IT HAS FILLED 1/3 OF THE STORAGE CAPACITY OF THE FILTER DEVICE. 15"EDGE OF>a a a ■CN • t>TRIMA A fO A O ■lj £GRATE FRAME±.a6 5.THE GEOTEXTILE FABRIC FILTER MEDIA SHALL BE INSPECTED AFTER EACH STORM EVENT & CLEANED OR REPLACED WHEN 1/3 OF STORAGE CAPACITY IS REACHED, OR MONTHLY, UNDER NORMAL WEATHER CONDITIONS, WHICHEVER OCCURS FIRST. REMOVE CATCH BASIN INLET PROTECTION DEVICE UPON COMPLETION OF THE WORK. izdV t>a AJ-“ao !>.c p*c BELOW DRAINAGE GRATE DEVICE c.; e tA •O a ✓CD OVERFLOW BYPASS OPENING (TYP.) S n-> a O'ct a ao* 6.ac O o FILTERED WATER — Do SEDIMENT AND DEBRIS •Ea NOTES:~ccr- (O 1. THIS DEVICE IS APPLICABLE TO WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT THIS INSERT DEVICE SHALL HAVE A MINIMUM OF 0.5 C.F. OF STORAGE. IT SHALL ALSO PROVIDE FOR DE-WATERING STORED SEDIMENT, AN OVERFLOW, AND EASE OF MAINTENANCE. FOR ADDITIONAL TECHNICAL INFORMATION, REFER TO WSDOE BMP C220. co3 Tr%ac0 Ao 2 aaoA I a2.oo CATCH BASIN © ■a-. aIT.a o.■ t>' > » 5 ■oo aa'ao i i a CM cs o SECTION A-A3.■ Io NOT TO SCALEQ o> s APPROVED BY CITY ENGINEER:DATE:.CITYOF^ -L CATCH BASIN INLET PROTECTION O Vs rOjo) O/^Q ( 'DEVELOPMENT 8c PUBLIC WORKS DEPT. . : WASHINGTON I COM Nl STANDARD DETAIL:E-03.2 A O CEMENT CONCRETE BLOCK WITH HOLES IN HORIZONTAL POSITION, TYP.------FILTER FABRIC O T I I □11 i nn 3in i J L CATCH BASIN GRATE□□ OVERFLOW WATER DIRECTIONx □ □/□□i ii i i ii i□ □ J L CEMENT CONCRETE BLOCK WITH HOLES FACING UP, TYP. —A A GRAVEL FILTER WITH 3/4” TO 1-1/2” OF CLEAN WASHED ROCK AREA DRAIN PLAN VIEW PONDING HEIGHTr FILTER FABRICNTSCM 3 OVERFLOW WATER DIRECTION OVERFLOW WATER DIRECTION ■ A£ITT7-------n I 11|H I I I I Inn1 11 ! j1 I'M M \A Yk ka I 'XIo l Y77$7/^7^t7M/7-y <Vo o MAINTENANCE STANDARDS:Y\</>oas \ANY ACCUMULATED SEDIMENT ON OR AROUND THE GRAVEL FILTER SHALL BE REMOVED PROMPTLY AND DISPOSED OF. SEDIMENT SHALL NOT BE REMOVED WITH WATER INSIDE THE CATCH BASIN. INSPECT WEEKLY ON ACTIVE SITES, MONTHLY ON INACTIVE SITES, & AFTER EACH STORM EVENT TO VERIFY PROTECTION IS STILL ADEQUATE. REPLACE AS NEEDED. REMOVE CATCH BASIN PROTECTION UPON COMPLETION OF PROJECT. THIS DETAIL IS APPLICABLE ONLY WHERE PAVEMENT DOES NOT EXIST AROUND THE CATCH BASIN. 1.Q 16rv. CI A . It>3c c tD D 8SBo2. D 5 ■E TYPICAL CEMFNT CONCRETE Bl OCK XJ 3.(O NTSI "Fc <3 ■ A NOTES: SECTION A-A 1. BASIN INLET IN SOME AREAS MAY REQUIRE (2) STACKS OF CEMENT CONCRETE BLOCKS, AS DIRECTED BY THE ENGINEER. 2. FOR ADDITIONAL TECHNICAL INFORMATION, REFER TO WSDOE BMP 0220. 4.NTS 5.C co o a ■ a 2 APPROVED BY CITY ENGINEER: DATE:ALTERNATE CATCH BASIN INLET PROTECTION .CITY OFO X?(-2d IcQo/V EVELOPMENT & PUBLIC WORKS DEPT. >7.a WASHINGTONs COM TY STANDARD DETAIL:E-04.2 48” MIN. PERFORATED CMP STANDPIPE, W/ (40) 1”0 MIN. HOLES @ 10” O.C., OPEN TOP CLOSED BOTTOM, ENCASED IN CONCRETE---------------------------- DISTANCE GREATER THAN MIN. HEAD TO PASS DESIGN STORM i SHOW OVERFLOW ELEVATIONS------SHOW TOP OF BERM ELEVATION SHOW & DESIGNATE THE DESIGN STORM ELEVATIONSILT FENCE (TYP.)--------WATER SURFACEn'»— 6WATER TIGHT SEAL o nAyn■ /SHOW INVERT ELEVATION — 8” DIA. PVC MIN. — -1-----H----------O o ,:,WY EL ftII— 6oo o!oV UJ<O o Q<LUoX0o <X00 IX■c18S8H%hJ*. Afij - V 3 o <X,<Vx< QSHOW ”Q ALLOWABLE oM CO coEssrUrko A/i " in A' s\: Ss\/?8"x8”x8” PVC TEE WITH RUBBER GASKET JOINTS — SHOW POND BOTTOM ELEVATION- oo _£1 /> V' 1 s gapc:V.3/4” TO 1-1/2 WASHED ROCK GRAVEL CONE tt SHOW ORIFICE SIZE AS REQ’D--------------- o I 0 6” CONC. BASE----- *TJ COMPACTED GRAVEL BASEIZ rc a E Q NOTES:> 2a B PROVIDE A RIP RAP LINED SPILLWAY, 6” MINIMUM ABOVE STANDPIPE, OPEN TOP. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, AND MAXIMUM HEAD SHALL BE SHOWN ON PLANS. 1. *5I 2. E! •cc'(/>3.cc1 Ic 5 THE OUTLET PIPE SHALL BE A MINIMUM OF 8” DIAMETER. INDICATE SEASONAL HIGH GROUND WATER ELEVATION. 4. 2: 5.ccS3 THIS DETAIL IS FOR DESIGN GUIDANCE ONLY, THE ENGINEER IS RESPONSIBLE FOR PROVIDING THE NECESSARY ELEVATIONS AND ORIFICE SIZES. REFER TO WSDOE BMP 220 FOR ADDITIONAL INFORMATION. 6.« IZ to o<N 7. SN Co a x APPROVED BY CITY ENGINEER:DATE:GRADING/EROSION DISCHARGE CONTROL STRUCTURE .CITY OFC (A skjzoij, >KTV DEVELOPMENT & PUBLIC ' I£> WASHINGTON COM M l/!WORKS DEPT.STANDARD DETAIL:E-05.1ri: FOR PLASTIC POSTS USE 4” WHITE REFLECTIVE TAPE, WOOD POSTS SHALL BE PAINTED 1/8” THICK MIN. GALVANIZED STEEL TUBE OR ALUMINUM TUBE, INTERIOR SIDE DIMENSIONS ARE 1/4” GREATER THAN POST DIMENSIONS CD 4 CM 8”x8”x4’ '>Y\\Y\\Y7L .□•/a j • o/4>X:v I.CD\X NXA./XS \\X 00,■v'/ . LV I y'r/, -A \ 500 LBS. (MIN.) TEST GALVANIZED CHAIN ANCHORED IN CONCRETE \N;CD > :•X »■»’//XREMOVABLE t=i------r=rh .\/C\l (V§BOLLARD 4X1* NOT TO SCALE 0.CLASS 3000 CONCRETE- r/A t».t>A 6”Lx3/8” DIA. STEEL ROD, CHAIN ANCHOR \ t>/• Yw\—X\X4X<: 2” GALVANIZED PIPE I 1/2” GALVANIZED EYE BOLT WITH WASHER AND NUT. RECESSED NUT AND PIN BOLT THREAD 1” CHAMFER, ALL SIDES, TYP. a24 SECTION A-A NOTES:NOT TO SCALE it8”x8”x5’—6 RECYCLED PLASTIC OR TIMBER, SEE NOTE 1 RECYCLED PLASTIC BOLLARDS SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR OF DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH WEATHER BORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH REQUIREMENTS OF SEC. 9-09.3(1) (GENERAL REQUIREMENTS) OF WSDOT STANDARD SPECIFICATIONS AND CITY’S AMENDMENTS THERETO. TOP 5” OF TIMBER SHALL BE PAINTED WHITE. GALVANIZED STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. ALL STEEL PARTS SHALL BE GALVANIZED. CEMENT CONCRETE SHALL BE CLASS 3000. MINIMUM OF 5’—0” O.C. SPACING. BOLLARD SHALL BE PLUMBED VERTICALLY IN ALL DIRECTIONS. 1. CD I IN S54 / vs 2.\ &DIRECT BURIED IN COMPACTED NATIVE OR IMPORTED SOIL fO »- 'A 3. •Xn ; K£S 4.4< 7^ ; 4 5. /M/sZ/sf// 6. FIXED BOLLARD 7.NOT TO SCALE DATE: _________________________ UNITY DEVELOPMENT & PUBLIC"WORKS DEPT. APPROVEDDBY CITY ENGINEER:TYPICAL BOLLARD INSTALLATION .CITY OF^ ( lU]/WASHINGTON STANDARD DETAIL:T-03.2CO RECYCLED PLASTIC OR TIMBER, SEE NOTE 1------------------ 1” CHAMFER, ALL SIDES, TYP.4 X00X<00□ □NOTE 6<SEEPlotted by: Craig Dobyns on 2/2/2018 Rio location: M:\Construction Standard Details\Current Working DWG\Traffic\STDETL—T—03.2 6’ DIA. OR12” (TYP. EA. SIDE)NOTE 2 6’ SQUARE JUNCTION BOX LID & NEW CONC. COLLAR SHALL BE FLUSH W/ FINISH GRADE 6” MIN. HMA, — 1/2” PAVEMENT PATCH £m>-- t:t I rm NOTE 4 'y/X4 ■■ ‘ . % WT~W* 55#' 6” MIN. CLASS EXISTING A.C. PAVEMENT — MANHOLE fOR CB) IN ASPHALT ARFA NOT TO SCALE 4000 CEMENT CONC. NOTE 4 6” MIN. CLASS 4000 CEMENT CONC. JUNCTION BOX IN UNIMPROVED EXISTING GRADE 6’ DIA.OR PARTIAL ASPHALT AREA NOT TO SCALE OR 6’ SQUARE VALVE BOX & LID SHALL BE FLUSH W/ EXIST. GRADE or >a I \ t> 12 NOTE 4 NOTE 2 TYP. MANHOLE OR CATCH BASIN IN UNIMPROVED AREA NOT TO SCALEw!, ■%l FOG TITE VALVE POST MARKER, 60# SEE NOTE 36” MIN. 1/2 PAVEMENT PATCH V NOTE 4IT) O'3’T a VALVE BOX IN ASPHALT AREA 12 TYP.I£NOT TO SCALEs T12O C\J§ 2 “WM-■> I 4^* "m 6” MIN. CLASS 4000 CEMENT CONCRETE----- -—#S t o VALVE BOX, LID, & CONC. COLLAR SHALL BE FLUSH W/ FINISH GRADE %1 NOTE 4■E XI (ft VALVE BOX IN UNIMPROVED AREAotsNOT TO SCALEIcNOTES: 8s.1. ADJUSTMENT OF SANITARY SEWER AND STORM STRUCTURES SHALL BE PER SECTION 7-05.3(1). ADJUSTMENT OF WATER UTILITY STRUCTURES SHALL BE PER SECTION 7-12.3(2). 2. SURFACE SEAL AT MATCHLINE SHALL BE CSS-1 OR CSS-1 H EMULSIFIED ASPHALT OR 3.VALVE IN UNIMPROVED AREAS SHALL HAVE A VALVE POST MARKER. FILL ANY VOIDS OR DISTURBED AREAS BELOW 6” WITH QUICK SETTING CEMENT CONCRETE, DEPTH AS REQUIRED. RISER RING HEIGHT 2” MIN. 25” MAX. ANY ADJUSTMENT OVER 18” REQUIRES A HAND HOLD. 4. II 00 o <Ns IO S(N 5. V)i.PG. o E APPROVI DATE: ,cffattea\x UNITfr/DEVELOPMENT & PUBLIC WORKS DEPT. BY CITY ENGINEER:ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH GRADE city oro IJA& WASHINGTONT;>. :CO STANDARD DETAIL:T-05.2CL PLACE 4-1/2 0 ANCHOR BOLTS. USE N.D.C.B.U. TEMPLATE TO INSURE EXACT ALIGNMENT I)4-0 CHAMFER EDGES FACING LANDSCAPED AREAS. MATCH GRADE W/ ADJOINING SURFACES IN PAVED AREAS CONCRETE BASE PLAN VIEW COLLECTION BOX PEDESTAL SLOPE SURFACE 1/4” PER FOOT (ALL SIDES) FOR DRAINAGE & BROOM FINISH GROUT4-1/2” 0 x 12 ANCHOR BOLTS i3” CLR. TYP.MATCH EXIST. GRADE IN PAVED AREAS T b.. >t> A ,L-> .• V ^O >>EXISTING PAVEMENT I A • > b ■ t> i •>’ .i #4 REBAR @ 14” O.C. MAX. EA. WAY-------- EXCAVATION LIMITS----------- L 4” MIN CSTC i / FIRM UNDISTURBED SOIL OR WELL COMPACTED FILL iLANDSCAPED AREA PAVED AREAz/CONDITION CONDITION SECTION A-ANOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, CONTAIN 4% MIN. TO 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3-1/2” TO 4-1/2” SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, GALVANIZED CARBON STEEL OR ASTM A193, B8M (316) STAINLESS STEEL. 4. GROUT SHALL BE NON-SHRINK, NON-METALLIC. MIN.4 MIN. ir i o \ A JI_ i DATE:APPROVED BY CITY ENGINEER:NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) SINGLE UNIT .CITY of./ / WASHINGTON COMMUNITY/DEVELOPMENT & PUBLIC WORKS DEPT.STANDARD DETAIL:T-08.2 CN trr B O: : O cn c- v: o3= c 3 O i j 'pi a■ocD(/) c o e 8 2 co%g JO oo o<N CO tz o sJCo E3DC OO 5 &xi Ii'L NDCBU< ARRANGE IN GROUPS SO THAT OVERALL DIMENSION OF BASE DOES NOT EXCEED 16’-0 » PLACE 4-1/2” DIA. ANCHOR BOLTS. USE TEMPLATE TO INSURE EXACT ALIGNMENT A NDCBU i i o® I I I I i i CHAMFER EDGES FACING LANDSCAPED AREAS. MATCH GRADE W/ ADJOINING SURFACES IN PAVED AREAS i i A 2-0 M 2-0 ifLL MIN.MIN.CONCRETE BASE PLAN VIEWCOLLECTION BOX PEDESTAL SLOPE SURFACE 1/4” PER FOOT, ALL SIDES FOR DRAINAGE W/ BROOM FINISH MATCH EXIST. GRADE IN PAVED AREAS GROUT 4-1/2” DIA. X 12 ANCHOR BOLTS- tt I3” CLR. TYP. CN T T t>I A.. t>J't> A . t>.£>.o A.EXISTING PAVEMENT I A &t> :o I C>t>' .t>J0 o 3:Q L 4” MIN CSTCHHIcn#4 REBAR AT 14” O.C. MAX. EA. WAY-------- r t:o 3: c 3 o EXCAVATION LIMITS-------- FIRM UNDISTURBED SOIL OR WELL COMPACTED FILL 1 iLANDSCAPED AREA PAVED AREA a 1 a ■X)/5 CONDITION CONDITION(/) c NOTES:oI SECTION A-A 1c CONCRETE BASE DIMENSION "L” IS THE WIDTH OF NDCBU PLUS 2”. FOUNDATION CAN BE EXTENDED BY LENGTH "L" TO ACCOMODATE ADDITIONAL UNITS. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, CONTAIN 4% MIN. TO 6% MAX. AIR ENTRAINMENT AND BE PLACED W/ A 3 1/2” TO 4 1/2” SLUMP IN ACCORDANCE W/ ACI 301. REINFORCING STALL SHALL CONFORM TO ASTM A615, GRADE 40. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, GALVANIZED CARBON STEEL OR ASTM A193, B8M (316) STAINLESS STEEL. 1.5 c oi 2.8 _T> £ 00 oC) oo 3. c o 4.s to K TJ APPROVER BY CITY ENGINEER:DATE:a , CITY OF T NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MULTIPLE UNITS// 'f/r IfvTUNfDr DEVELOPMENT & PUBLIC WORKS DEPT. WASHINGTON c STANDARD DETAIL:T-09.2.£ 80’ SEE NOTE 1 TYPE 2YY RPM, TYP. 4” 4”O- TRAVEL DIRECTION4”□ “t □-t> TRAVEL DIRECTION 4” DOUBLE YELLOW PAINT CENTER LINE PLAN DOUBLE CENTERLINE <N T •• ■ : tJ (z g 1 1p 2 o E8 in s 3S is NOTES: RAISED PAVEMENT MARKERS SHALL BE SPACED AT 80’ (FT.) INTERVALS ON TANGENTS AND ON HORIZONTAL CURVES W/ A RADIUS OF 1500’ (FT.) OR MORE, AND 40’ (FT.) INTERVALS ON HORIZONTAL CURVES HAVING RADII OF LESS THAN 1500’ (FT.). 1.IZ iO ;• i <N eu o -a0 .C?>CITY ENGINEER:DATE:APPROVEDE DOUBLE CENTERLINE WITH RAISED PAVEMENT MARKERS .CITYOF , -Auburno *3i WASHINGTON TJ:STANDARD DETAIL:T—12.1EVELOPMENT & PUBLIC WORKS DEPT.COMMUNITYSl WESTERN GROOVER SCORE 10’ O.C. MAX. R.O.W. LIMITS FULL DEPTH EXPANSION JOINT WITH PRE-MOLDED JOINT FILLER 10’ O.C.i. 'h. i 3” WIDE EDGER FINISH 5'(Ty - 'V- 5T <3? o/ '*s- NOTE 4 R.O.W. LIMITS VARIES* VARIES* TRAFFIC BARRIER CURB & GUTTER iLANDSCAPE STRIP OR SWALE (SEE NOTE 5) 4” THICK CONC. SLAB i CM 1.5% MAX.PAVEMENTI 7 ci I K 2” CSTCSECTION A-A o NOT TO SCALEE COMPACTED SUITABLE BASE MATERIAL PER NOTE 1 u>ci * * SIDEWALK AND LANDSCAPE WIDTHS SHALL BE PER STREET CLASSIFICATION. ci 3o o •E ■p NOTES:CO 'i PLACE CEMENT CONCRETE ON COMPACTED SUITABLE BASE, AS PER SPECIFICATION SECTION 2-06.3 AND AS APPROVED BY THE ENGINEER. 1.1c O CEMENT CONCRETE SHALL BE CLASS 3000 PER SPECIFICATION SECTION 6-02.3 WITH 5% AIR ENTRAINMENT. 3E 2. o TO£INSPECTION REQUIRED FOR FORM AND SUB GRADE APPROVAL BEFORE POURING CONCRETE.3. oo MATCH JOINTS ON SIDEWALK WITH JOINTS ON CURB OR AT 10’ O.C.4.OCMN. CM LANDSCAPE STRIP SHALL GENERALLY BE GRADED TOWARDS THE CURB AT 1.5%. OTHER GRADES MAY BE ALLOWED WHERE IT CAN BE DEMONSTRATED TO NOT CAUSE DRAINAGE OR MAINTENANCE ISSUES. 5.CM rj DATE: , „ , .I'/zofel? ITY^DEVELOPMENT & PUBLIC WORKS DEPT. E APPROVED.BY CITY ENGINEER:CEMENT CONCRETE SIDEWALK WITH LANDSCAPE STRIP CITY OFO.UBIJs WASHINGTON~Ss STANDARD DETAIL:CO T-13.2 PERMEABLE BALLAST PER SECTION 4-04.2 & 9-03.9(2)SLOPE PER PLANISOLATION JOINT ADJACENT TO EXISTING CONC. SIDEWALK, TYP.CIRCULAR UTILITY LIDS SHALL BE CENTERED WITHIN A CONTRACTION JOINT W/ ISOLATION JOINT ALL AROUND LIDCONTRACTION JOINT, TYP.4”A10’-0” TYP.I—,,—.15’—0” MAX.NOTE 6W2-<■A•- Aer r.CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, SEE NOTE 7----------[id<4• A< J. .a• * *■ISECTION BPERVIOUS CEMENT--------CONCRETEUTILITY SERVICE BOX (ISOLATION JOINT ALL AROUND)NTSNOTES:ISOLATION JOINTS SHALL BE FULL DEPTH WITH 3/8” PREMOLDED JOINT FILLER.CONTRACTION JOINTS SHALL HAVE A MINIMUM DEPTH OF 1/3 OF THE PERVIOUS CONCRETE THICKNESS AND 1/8” MAXIMUM WIDTH (UNLESS OTHERWISE APPROVED BY THE ENGINEER).ALL JOINTS SHALL BE CLEAN & EDGED WITH A 1/2” RADIUS EDGER.SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06.3(3) (SUBGRADE FOR PERMEABLE PAVEMENTS). ALL SOFT 8c YIELDING FOUNDATION MATERIAL SHALL BE REMOVED 8c REPLACED WITH PERMEABLE BALLASTFOR BALLAST DEEPER THAN CURB, PROVIDE A GEOMEMBRANE BARRIER BETWEEN PERMEABLE BALLAST 8c ROAD SECTION UNLESS ADJACENT ROAD IS PERMEABLE AS REQUIRED BY THE ENGINEER.1.PLANNTS2.SEE CONTRACT PLANSPRE-MOLDED JOINT FILLER FULL DEPTHFOR SIDEWALK WIDTH3.SEE NOTE 6THICKENED EDGE TO FULL DEPTH OF CURB. (NOT REQUIRED NEXT TO LANDSCAPE STRIP)4.1.5%4 (MAX.)1•jTpiSSliSRpfl.:Xi5.SEELANDSCAPEPLAN186.DEPTH OF PERMEABLE BALLAST VARIES. SEE SWMM FOR SPECIFIC REQUIREMENTS.CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, SEE NOTE 7PERMEABLE BALLAST PER SECTION 4-04.2 & 9-03.9(2)7.CONSTRUCTION GEOSYNTHETIC MAY BE REQUIRED BETWEEN NATIVE SOILS 8c PERMEABLE BALLAST IF DIRECTED BY THE ENGINEER. WHEN REQUIRED, THE GEOTEXTILE SHALL BE CLASS A, MODERATE SURVIVABILITY PER SECTION 9.33.2(1) TABLES 1 & 2 (UNLESS OTHERWISE APPROVED BY THE ENGINEER).SECTION ANTSPlotted by: Craig Dobyns on 8/1/2016 File location: M:\Construction Standard Detaiis\Approvod Drawing Rios (dwg)\Traffic\STDETL—T-14.1APPROVE® BY CITY ENGINEER: DATE:PERVIOUS CEMENT CONCRETE SIDEWALK .CITY OF °fm/A■WASHINGTON —COMMUNITY ./DEVELOPMENT 8c UBLIC WORKS DEPT.STANDARD DETAIL:T-14.1 WESTERN GROOVER SCORE 10’ O.C. MAX. \/3 4/ FULL DEPTH EXPANSION JOINT WITH PREMOLDED JOINT FILLER 10’ O.C. 3/8” TO 1/2” RADIUS ■I\ \ —H Tv N\\ -'S/I 6 3/8” TO 1/2” RADIUS ■ 3” WIDE / SMOOTH-TROWELED PERIMETER WITH 3/8 TO 1/2” RADIUS R.O.W. LINE i <^\°X ■s.- V~ «r*>i v SEE CONTRACT PLANS FOR SIDEWALK WIDTH NOTE 4 R.O.W. LINE SEE CONTRACT PLANS3/8” PREMOLDED- JOINT FILLER FULL DEPTH FOR SIDEWALK WIDTH (-41.5% MAXin A Ji;;.y■ 5 b>/\M\\v CURB & GUTTERo 2” CRUSHED SURFACING TOP COURSE18 J. THICKENED EDGE TO FULL DEPTH OF CURBlZ COMPACTED SUITABLE BASE MATERIAL SEE NOTE 1I 1 SECTION A-A NOT TO SCALECL I *5 o NOTES:£ ■3 (/>PLACE CEMENT CONCRETE ON COMPACTED SUITABLE BASE, AS PER SPECIFICATION SECTION 2-06.3 AND AS APPROVED BY THE ENGINEER. 1. z1c 2.CEMENT CONCRETE SHALL BE CLASS 3000 PER SPECIFICATION SECTION 6-02.3. O o|o INSPECTION REQUIRED FOR FORM AND SUB GRADE APPROVAL BEFORE POURING CONCRETE. 3. E CD MATCH EXPANSION JOINTS ON SIDEWALK WITH EXPANSION JOINTS ON CURB OR AT 10’ O.C. 4.Pcs CO I B APPROVEI (pITY ENGINEER: DATE::Y CEMENT CONCRETE SIDEWALK WITHOUT LANDSCAPE STRIP .CITY OFO/£Si WASHINGTON i VELOPMENT &UBLIC WORKS DEPT.COM,ITY STANDARD DETAIL:T-15.1i'. 4 THICK CONCRETE PAD 3/8” EXP. JOINT CONCRETE POLE FOUNDATION -TRAFFIC CURB & GUTTER *.11. A*'i' V -u *A // 'V J-BOX *** if-*'4*. \V *4 *ri■t 3/8” EXP. JOINT *1 • " J*I,t* * * *J\Y »12 *** J-BOX SHALL BE LOCATED ON THE OPPOSITE SIDE OF THE LUMINAIRE FROM ONCOMING TRAFFIC \ . II •- “•I 1-- A A A .4II\/ AJ-BOX ***4. A AJL . 44• II •. I! .-II * .. ■«.* A 4 4 2’ CONDUIT, SEE STD DETAIL T-23 CONCRETE POLE FOUNDATION, SEE STD. DETAIL T-19, OR T—29 * SET BACK EDGE OF POLE BASE PLATE AT FRONT EDGE OF SIDEWALK J-BOX PER STD. DETAIL T—20 12 12 f TYP. < + -- /. ii ^LANDSCAPE STRIP, (VARIES)t12 3’SIDEWALK/TRAIL, (VARIES)* POLE BASE PLATESIDEWALK- (VARIES)**PAD DETAIL 12 TRAFFIC CURB & GUTTER CONCRETE POLE — FOUNDATION (TYP.) CONDUIT, SEE------ STD. DETAIL T-232’ LANDSCAPE STRIP, (VARIES) SIDEWALK/TRAIL, (VARIES)* SIDEWALK- (VARIES)**** SET BACK OF CONCRETE FOUNDATION AT BACK EDGE OF SIDEWALK n 00 I I b o o*o o> o£ § o "o s oT3Coa co o E%coo o ooo II o CM CM co >N-QO Q APPROVED,DATE: 01/05/2021 CpWNGJNEER:LUMINAIRE AND CONDUIT LAYOUT DETAILAuburnrac. 1 PUBLIC WORKS DEPARTMENT T-18.3STANDARD DETAIL:TRAVELDIRECTIONTRAVELDIRECTION Dobyns on 5/16/2018 File location: M:\Construction Standard Details\Current Working DWG\Traffic\STDETL-T-19.3(4)—BOLTS IN 11 1/2 CIRCLE PATTERNDAVIT ARMCONDUIT EXTENDS 1-1/2” ABOVE BASE£O-LENGTH (SEE NOTE 6)t1— 5(8) #7 BARS EQ. SPACED(DtSEE DAVIT ARM END DETAIL\8<7himmu■ 7 £?N.C. STAINLESS STEEL THRU BOLTS. NUTS & NYLON WASHERSR=5’—9to|ii^77<— 4-1/2” DIA. ALUM. TUBE 0.188” WALL ALLOY 6063-T6 SATIN GROUND FINISHco2 PVC, SCH. 40 CONDUIT>I4f 88I .4~1l4-yL#4 HOOPS @ 1 ’—0” O.C.I-----L.■ L J/■—8ixUNDISTURBED NATIVE SOIL2’x2’ SQ. OR 3’ 0 CONC. FOUNDATION, CLASS 40004-/\DAVIT ARM ATTACHMENToLLjJ2” CLR.1’—2” FLUSH JOINTxNOT TO SCALEOcoTAPERED ALUMINUM TUBE ’C’ WALL ALLOY 6063-T6 SATIN GROUND FINISHSECTION A-ASEE DAVIT ARMATTACHMENTDETAILoNOT TO SCALEOINSTALL 1 1/2”x3/4” REDUCING WASHER & 3/4” CABLE CLAMP TO SECURE CONDUCTORS AT END OF PIPEHORIZONTALLjJINTERNAL VIBRATION DAMPENERUJCO(X<8” O.D.z4”x6” (NOMINAL) HAND HOLE, S FLUSH OR NON-FLUSH TYPE, COMPLETE WITH REINFORCING FRAME ALLOY 365-T6 COVER,& STAINLESS STEEL HEXAGON HEAD SCREWS2'5/8” MIN. 4” MAX.r 2T/W\ROUND & SMOOTH INSIDE EDGES BOTH ENDS-------------1/4>t<111n i1” ANCHOR BOLTS W/ (2) EA.: 1” NUTS, 1” FLAT WASHERS, 1” SPLIT LOCKING WASHERS, ALL FASTENERS ARE GALVANIZED STEEL OR STAINLESS STEEL2 1 /2”^~ 2 5/8”WIDE FILLER THICKNESS TO FITr>— 182” DIA. SLIPFITTER7—1/2»>41PIPE• ArDAVIT ARM ENDNOT TO SCALEELEVATIONNOT TO SCALENOTES:1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAXIMUM LUMINAIRE SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN A 100 MPH ISOTACH/130 MPH GUST VELOCITY WIND.2. 4043 FILLER WIRE USED FOR WELDING.3. ONLY THE BASE FLANGE WELDS ARE HEAT TREATED.4. BASE FLANGE SHALL ACCOMMODATE 11” TO 12” BOLT CIRCLE.5. 1”—8NC STEEL ANCHOR BOLT ASTM A576, AISI GRADE 1021-1046, 50,000 PSI=MIN. YIELD MEAN DIA. OF ROD STOCK 0.908± 0.011”, OUT OF ROUND TOLERANCE: ± 0.012” ROLLED OR CUT THREADS PER A307, CLASS 2A, TOP 10" GALV. PER ASTM A153 COMPLETE WITH (8) 1” 8NC GALV. STL. HEX NUTS & (8) 1” GALV. STL. FLAT WASHERS.6. SEE DESIGN STANDARDS TABLE 10-8.7. SEE STD. DETAIL T-18 FOR POLE, CONDUIT, AND FOUNDATION PLACEMENT.2 APPROVED BY CITY ENGINEE DATE:.CITYor -L LUMINAIRE POLE /WTp&Ji/■<~WASHINGTON CLf CQMMtJNrPC DEVELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL:T-19.3 Dobyns on 2/15/2018 File location: M:\Constniction Standard Details\CufTont Working DWG\Troffic\STDErL—T—20.2POLE AND BRACKET CABLE, TWO CONDUCTOR AWG #10 STRANDED COPPER WIRE, 45 MIL PVC INSULATION, 95 MIL HMW POLYETHYLENE BELT OR APPROVED EQUIVALENTNOTES:GRIND ALL 4 CORNERS AND EXPOSE TO BARE METAL.1.TO LUMINAIREFIELD WELD 2” BEAD AFTER APPROVAL OF WIRING INSPECTION BY THE ENGINEER.2.STREET LIGHT\3.SPRAY GALVANIZED PAINT TO ALL WELDS.FACE HANDHOLE AWAY FROM APPROACHING TRAFFIC---------------GROUND LUG4.FOR JUNCTION BOX & LUMINAIRE LOCATION STD. DETAIL T-18.TYPE U.S.E. #8AWG STRANDED COPPER WIRE/BARE COPPER STRANDED GROUNDING —SEC MODEL 1791-SF FUSE KITS, 2 EACH-FOG TITE LOCKING LID W/ TAMPER RESISTANT STAINLESS SCREWS---------1 1/2” ABOVE BASE/<>JUNCTION BOX PER WSDOT STD. PLAN J—40.10-04, TYPE 1BELL END PVC BUSHINGJSEC MODEL 1791-DP OR APPROVED EQUIVALENT2” HBELL END PVC BUSHING’’ILSCO”COPPER-COMPRESSION TYPE OR STAINLESS STEEL CLAMP-----------------.6”—8” BELOWS NILID/xITYPE U.S.E. #8AWG STRANDED COPPER WIRE (SIZE PER ELECTRICAL PLAN)12” DIA. PVC,^ SCH. 40VBARE STRANDED COPPER GROUND (SIZE PER ELECTRICAL PLAN)-----y<X-FROM LAST — JUNCTION BOX2” DIA. PVC CONDUIT, SCH. 40, USE SCH. 80 @ STREET CROSSINGS-BELL END PVC BUSHINGSTO NEXT- JUNCTIONBOXJ APPROVEDxjBY CITY ENGINEER:DATE:UNIFORM LUMINAIRE WIRING DETAIL CITY OF scrWASHINGTON 8.INQi^AlOO gVELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL:T-20.2 2” SAND BEDDING(M y> LUMINAIRE CONDUIT, 2”0 SCH. 40 PVC MINIMUM TELECOMMUNICATION CONDUIT, 3”0 SCH. 40 PVC W/ TRACER WIRE #12 LOCATE WIRE NOTES: PULL STRING SHALL BE INSTALLED IN ALL SPARE CONDUIT.1. SEE STD. DETAIL T-18 FOR CONDUIT PLACEMENT.2. DATE: 01/05/2021 APPROVED^ CljytNGJNEER:TELECOMMUNICATION AND LUMINAIRE ELECTRICAL TRENCHAuburn'ar. WASHINGTON T-23.3PUBLIC WORKS DEPARTMENT STANDARD DETAIL: BACKFILL WITH NATIVE MATERIAL OR AS DIRECTED BY THE ENGINEER 24” MIN.il. COVER&Plotted by: Craig Dobyns on 12/30/2020 File location: M:\Construction Standard Details\Current Working DWG\Traffic\STDETL—T-23.3 (2) TAMPER PROOF DRIVE RIVETS OR EQUAL AT 90' FROM EACH OTHER-----------SIGN POST, 1 3/4” SQ.o 10” 0 SONO TUBE OR 3/8” EXP. JOINT IN SIDEWALK APPLICATIONS------ CONCRETE SIDEWALK OR LANDSCAPE STRIP o CM T ~2T ' 4 4 .«■I F*■ A oA<y •4<7 '•*■■4A4. A .mm At ZL_o_j< ;\<\z IP4.. 4 ' <.A <7. O !j • ) 18” LONG SLEEVE 2-1/4” SQ.------------- />y4 .o ‘ 4 ,sr.a .CN 4. .CONCRETEA ' '< ' 4’< ■ <7 o A ft ■A A<°\24” LONG ANCHOR 2” SQ.-------------------- *A A ■ SEE NOTE 4 eg CM D NOTES:I o 1 ALL TUBING MATERIAL SHALL BE "UNISTRUT TELESPAR” TYPE GALVANIZED STEEL (ASTM A570 GRADE 33) OR ENGINEER APPROVED EQUIVALENT. SIDEWALKS AND PAVED AREAS SHALL BE CORE DRILLED BEFORE SIGN INSTALLATION. 1. o c 2.o ■ c l 3.SIGNS SHALL HAVE A MIN. HEIGHT OF 7 FT. FROM THE LOWER EDGE OF THE SIGN TO SIDEWALK GRADE, AND A 2 FT. LATERAL OFFSET FROM THE FACE OF CURB TO THE NEAR EDGE OF SIGN. SIGN LOCATION SHALL BE AS SHOWN ON PLANS AND PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D). WRAP ANCHOR TUBING WITH TAPE BEFORE PLACING IN CONCRETE. o 'o o E D T) O U) 4.o$ 1tz 5. DEMONSTRATE SIGN POST IS REMOVABLE BEFORE RIVETING.oo o oo J.' IZ CO O CM N.CM CM co 03 Ioo ,gi E APPROVED BY CITY ENGINEER: DATE:TYPICAL SIGN POST INSTALLATION . CITY OFO!Iir 2. / 2#/2a/V,WASHINGTON ITYc VELOPMENT & PUBLIC WORKS DEPT.COM STANDARD DETAIL:T-24.2IT Dobyns on 7/13/2016 File location: M:\Con3tructlon Standard DetQlls\Approved Drawing Files (dwg)\Traffic\STPETL—T—25.1ASIGN STANDARDSDIMENSIONINCHES[ee Main istjAVARIESB16C6o00D8E21 1/4FII>—1.54 1/2G8” TYP.R3SEE NOTE 46” MIN.[ 29th St SE ]o1.5RNOTE 4FNOTES:SIGN BLADES SHALL BE 0.125” THICK TEMPERED ALUMINUM ALLOY.1.BACKGROUND FOR STREET NAME SIGNS SHALL BE GREEN COLOR, ENGINEERING GRADE REFLECTIVE SHEETING.ALL LETTERING AND 1-1/4” BORDER FOR STREET NAME SIGNS SHALL BE WHITE COLOR, REFLECTIVE HIGH INTENSITY GRADE SHEETING.2.3.ARROW ON THE RIGHT SIDE OF THE BLOCK NUMBER INDICATES AN INCREASING BLOCK NUMBER IN THE ARROW DIRECTION.4.FOR GUIDANCE ON LETTERING AND NUMERAL WIDTHS AND SPACING, SEE WSDOT ’’SIGN FABRICATION MANUAL APPENDIX C.ENGINEER APPROVAL OF SIGN PROOF(S) REQUIRED BEFORE FABRICATION.5.6.£ APPROVED BY CITY ENGINEER:° A DATE:MAST ARM MOUNTED, STREET NAME SIGN DETAIL ■ CITY OF YWASHINGTON —I coMmuni EVELOPMENT & PUBLIC WORKS DEPT.STANDARD DETAIL:T-25.1 ft EXIST. ASPHALT CONCRETE PAVEMENT 12©TYP.TYP .(3 4 EXIST. CEMENT CONCRETE PAVEMENT TYP.f 4 W////////////M WjETTn fr.c-CENTERED ON EXIST SLAB- •.!> ■t>& />>10 \V 2) TYP.///vMIN.\\<EXISTING-------- CONSTRUCTION JOINT 1/2 /A I 5 XLENGTH/\/7) EXCAVATION FOR UTILITY TRENCHES (WHERE APPLICABLE) .v: /VARIES, 18” TO 32” LONG V;/ /V %\WxW© NOTES:i--<n (T) FOR TRANSVERSE JOINTS CONSTRUCTION, THE DOWEL BARS SHALL BE 1 1/2” DIA. x 18” LONG AND INSTALLED AT 12” ON CENTER. FOR LONGITUDINAL JOINTS CONSTRUCTION, TIE BARS SHALL BE #5 x 32” LONG AND INSTALLED AT 36” ON CENTER. DRILL HOLES TO EXISTING ADJACENT CONCRETE PANELS AND PARALLEL TO EXISTING GRADE. HOLES SHALL BE BLOWN CLEAN WITH COMPRESSED AIR PRIOR TO APPLYING EPOXY RESIN INTO THE HOLES. THEN INSERT EPOXY RESIN COATED BARS IN THE HOLES SUCH THAT THE BACK OF THE HOLES ARE FILLED FIRST. (2) APPLY HOT POURED ELASTIC TYPE SEALANT TO ENTIRE EDGE AND FULL DEPTH OF W THE JOINTS BEFORE PAVING. 5 o D> 5 tj tz 'c*2 Q 2 %m ©APPLY SURFACE SEAL WITH ASPHALT CEMENT AR-4000 AT MATCHLINES. (4) WHERE REPLACEMENT OF EXISTING ASPHALT CONCRETE PAVEMENT IS REQUIRED, APPLY NEW HMA CL. 1/2” TO MATCH EXISTING THICKNESS. © MATCH THICKNESS OF EXISTING CEMENT CONCRETE PAVEMENT, BUT IN NO CASE SHALL IT BE LESS THAN 10”. CEMENT CONCRETE SHALL BE CL. 4000 WITH 5% AIR ENTRAINMENT. TRAFFIC SHALL BE KEPT OFF NEW PAVEMENT FOR 7 DAYS OR UNTIL DESIGN STRENGTH IS ACHIEVED, WHICHEVER COMES FIRST. © WHENEVER A REMAINING CONCRETE PANEL IS 3’ WIDE OR LESS IN ANY DIRECTION FROM EXISTING CONSTRUCTION JOINT TO NEW CONSTRUCTION JOINT, IT SHALL BE REMOVED AND REPLACED AS PART OF THE NEW PANEL. © BEDDING/BACKFILL SHALL BE PER STANDARD DETAIL T-01. I ■EO XJ c 3GO c O s 1c 3 c... JO E to o- ! n *:o 1oa BY CITY ENGINEER: DATE:E APPROV REPAIR OF EXISTING CEMENT CONCRETE PANEL IN ROADWAY .CITY OFO/.ilium;7 A£ WASHINGTON_ UNnff'^DEVELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL:CO T-27.1a. BUSHING FOR RACEWAY SHALL BE PROVIDED BY MANUFACTURER (RECEPTACLE WIRING & FLEXIBLE CONDUIT NOT SHOWN)I RECEPTACLE, FOR LOCATION, SEE STD. DETAIL T-28 i i FACTORY CONDUCTORS i LOCKABLE DIE CAST NEMA 3R WEATHERPROOF COVER------------- WELDED J-HOOK i i 111i\, --------'//1/WEATHERPROOF "IN-USE" BUBBLE COVER-\IIiiiiHI L HOSPITAL GRADE WR DUPLEX GFI, RECEPTACLE 20 AMP, 120V £ [G —RECEPTACLE W/ CAST ALUMINUM FRAME (2) #12 (RECEPTACLE) POLE RECEPTACLEI i NOT TO SCALE LUMINAIRE WIRING NOT TO SCALE -nfirrrPOLE AND BRACKET WIRE RECEPTACLE QUICK DISCONNECT, SEC MODEL 1791-DP (DOUBLE PIN), OR APPROVED EQUIVALENT FOR ILLUMINATION QUICK DISCONNECT DETAILS, SEE STD. DETAIL T-20---------------- I RECEPTACLE QUICK DISCONNECT, SEC MODEL 1791, OR APPROVED EQUIVALENT IGROUND LUG FOR ILLUMINATION QUICK DISCONNECT DETAILS SEE STD. DETAIL T-20 BARE COPPER STRANDED GROUND (#8)- I > I :HANDHOLE, SEE STD. DETAIL T-20 i STREET LIGHT JUNCTION BOX, SEE STD. DETAIL T-20 ■. i i SIDEWALK i i i (2)-#8 OR #10 (RECEPTACLE) I I _6”—8” BELOW JT LID, TYP. t tnz=t ^4 Z \Q_>-4FOR FOUNDATION, REFER TO STD. DETAIL T-28B-------- 4 CMt. GROUND CLAMP, SEE STD. DETAIL T-20 & 4 *N SEE ILLUMINATION PLANS FOR CONDUIT SIZE & WIRING . 4" - > e.INSTALL CONDUIT SWEEPS AS NEEDED TO AVOID UNDERGROUND UTILITY CONFLICTS 4 4 * 4 * REFER TO STD. DETAIL T-20 FOR INFORMATION NOT SHOWN * SPARE/EMPTY CONDUITS SHALL CONTAIN DETECTABLE PULL TAPE TYPICAL LUMINAIRE/ JUNCTION BOX WIRING (3)—#8 (ILL, ONE IS GROUND) (2)—#8 OR #10 (RECEPTACLE)NOT TO SCALE DATE: /t'/*'//* APPROVED :ITY ENGINEER:DOWNTOWN PEDESTRIAN POLE MOUNT LIGHTING STANDARD ■ CITY OF kLJBTJF ■tsvt* 7 WASHINGTON PUBLIC WORKS DEPARTMENT STANDARD DETAIL: T-28A.3Plotted by: Craig Dobyns on 12/31/2018 Pile location: M:\Construction Standard Oetaiis\Current Working DWG\Tra?flc\STDETL—T—25A.3 II30 r—12” TYPICALB ^ ■ 6.tlx ;YV~-----k>-I c: vAItII Afs I At, \\ a <-tr--------------1 JUrsICTION (BOX, SEE T-28AV'" ORIENTATION ■ OF LIGHT, A A(2) BBS5—30-iBL—P CLAMP STYLE BANNED SUPPORT ARMS BY KIM jUGHTING (OR APPROVED EQ') EXCEPT FINAL SHALL BE F1-A-P E^Y CYCLONE LIGHTING (OR APPROVEp EQ.) tlx txfk 4 1— LIGHT | HOOD, I TYP. u- I— C*O £ CM ^ LU : I• A kQ<: /IDx A'■ k A •LlJ \ QO 3 b.A,CO A CI­S'S 4 0 i Q_ X O &b> & to • AnAI.IbxA»»T-2ro A I BB A c -H TYP.u4 LlDxa ~—A-TSTI IA<X -------FOUNDATION-------'24" DIA. FOOTING BANNER-------- (BY OTHERS) RECEPTACLE, SEE DETAIL T-28A-------- TRAFFIC CURB AND GUTTER-BANNER PLAN VIEW ARM RIGID MOUNTING NTS CLAMPS (4) EA. SLOTS ACCEPTING (4) EA. 1” x 60” x 4” FULLY GALVANIZED STEEL ANCHOR BOLTS BE<M (2) EA. OF BA1—5—XX-AP/S1 STREET NAME SIGN SUPPORT BRACKET BY CYCLONE (OR APPROVED EQ.) HANDHOLE FOR STREET NAME SIGN ORIENTATION, REFER TO STD DETAIL T-26 mEHhi 10.5” DIA. BOLT CIRCLE BASE PLATESIGN MOUNTING SHALL BE PER WSDOT STD PLAN G-24.30 TYPE PL SIGN SUPPORT--------------------------- STREET LIGHT JUNCTION BOX, SEE STANDARD DETAIL T—20 NTS /I l\ JiL-Jo,SECTION A-A W YNTS4 - —fcrj — +* < ROUGHEN FOUNDATION SURFACE PRIOR TO POURING SIDEWALK HANDHOLE R <i STREET LIGHT JUNCTION BOX, LOCATION AS DETERMINED IN THE FIELD-------- 3 8" FREE DRAINING GRAVEL PAD J - T ” r a \(4) EA. 1” x 60” x4’ J-BOLTmTT<t 4- ■>. ROUGHEN FOUNDATION SURFACE PRIOR TO POURING SIDEWALK #4 BARS, 54” DIA. AT 8” O.C. X00 m PI m #4 HOOPS, 20” DIA. AT 16” O.C.I'7tr 7T,\ 1” DIA.x18”x18 J-BOLT 5’ x 5’ ALTERNATE BASE (SPREAD FOOTING)SECTION B-B NTS NTS 24 DIA. . g APPROVED/BY/CITY ENGINEER: DATE:DOWNTOWN PEDESTRIAN POLE MOUNT LIGHTING STANDARD .CITY OFOJJBDFA■O 7 llPUBLIC/WORKSt DEPARTMENT C **WASHINGTON•o STANDARD DETAIL: T-28B.2Dobyns on 12/31/2018 Hie location: M:\Construction Standard OetcilsVCurrent Working DWG\Traffic\STDETL—T—288.2 CONCRETE CURB & GUTTER------------ CONTINUOUS EXPANSION JOINT AROUND GRATE 8c SIDEWALK--------- 5’x5’ URBAN ACCESSORIES (4 PIECES) ’’CHINOOK TREE GRATE & FRAME W/ ’’BOLT DOWNS i) i||g|S||ip ISSfiSSisoilV : V 0 CONTINUOUS ROOT CONTROL BARRIER AROUND PLANTER PERIMETER------------- -in Qo :I 0.LO II '{A II II II \ OlllOlllllllllOlilIll|o CN I I t 5’—0 » CONTINUOUS EXPANSION JOINT AROUND GRATE & SIDEWALK------------------------- o e>£Q 10’-0” SIDEWALKcn o5 u t O S' o FOR INSTALLATION AT EXISTING CURBS, CUT FRAME STUBS & oT3 Co CO MATERIAL SCHEDULEco ROADWAYo E GRATE: co GREY IRON ASTM A48 CLASS 358 OR BETTEROMATERIAL FINISH NATURAL PATINA OF RAW IRONco =88 FRAME: © MATERIAL MILD STEEL ASTM A36O CM O CM FINISH NATURAL PATINA OF RAW STEEL\co LOAD RATING: PEDESTRIANCM co £o Q .5*s DATE: 01/05/2021 APPROVED^ CljytNGJNEER: eei'/Sp TYPICAL PLAN FOR TREE GRATEAuburno'ar.£ 2 T-30.2PUBLIC WORKS DEPARTMENT STANDARD DETAIL:o o. ACCESS TRACT/ EASEMENT LINE SIDEWALK* TRAFFIC* CURB----SIDEWALK*i iAii (SEE NOTE 2) SEE NOTE 4iC i TRAFFIC* CURB i ^ 1.5% .i i i iPAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH SECTION 10.07 OF THE DESIGN STANDARDS i i 1’1’ 5’ MIN.5’ MIN.i i i- B (SEE NOTE 3) SECTION A NTS * CURB AND SIDEWALK REQUIRED ON BOTH SIDES OF ACCESS ROAD/DRIVEWAY FOR COMMERCIAL AND INDUSTRIAL USE. CURB AND SIDEWALK REQ’D ON ONE SIDE OF ACCESS ROAD/DRIVEWAY FOR RESIDENTIAL (3 OR MORE UNITS). CURB AND SIDEWALK MAY BE OMITTED WHERE ACCESS ROAD/DRIVEWAY SERVES 2 OR LESS RESIDENTIAL UNITS. NOTES: 1. CEMENT CONCRETE TRAFFIC CURB & GUTTER SHALL BE IN ACCORDANCE W/ WSDOT STANDARD PLAN F-10.12 2. PAVEMENT WIDTHS: A = 30’ - INDUSTRIAL A = 24’ - COMMERCIAL A = 20’ - RESIDENTIAL (EXCLUDES ASPHALT WEDGE CURB AS APPLICABLE) 3. EASEMENT/TRACT WIDTHS B = 41’ - INDUSTRIAL B = 35’ - COMMERCIAL 22’ - RESIDENTIAL W/O SIDEWALK B = 26.5’ - RESIDENTIAL W/ SIDEWALK 4. SIDEWALK SHALL BE PER STD. DETAIL T—13, T-14, OR T—15. O ■O' <? cP, -<o O B Or Os-■o O' O' ISOMETRIC NTS DATE:l APPROVED BY7CITY ENGINEER:PRIVATE ACCESS ROAD / SHARED DRIVEWAY .CITY OF CELL <S DEPARTMENT -■o 'V WASHINGTONo || PUBLIC/WOR STANDARD DETAIL:T-31.4location: M:\Construction Standard DetailsXCurrent Working DWG\iraffic\STDE"rL-1-31.4g Dobyns on 1/3/2019 REFLECTIVE SHEETING DELINEATOR--- POST W/ BASE CD 0ro o 8” DIA.O DELINEATOR NTS * 5’ SEGMENTS ALLOWED ON STRAIGHT SECTIONS AS APPROVED BY THE ENGINEER. DUAL SLOPED BLOCK, TYP.O 5T-* DUAL SLOPED MOUNTABLE CURB<S> NTS fO cmto oI I O TYPE 2YY OR TYPE 2W RPM, TYP.o e>£Q NOTES:cn *o 1.PRECAST CONCRETE DUAL FACED, SLOPED MOUNTABLE CURB SHALL BE PER WSDOT STANDARD PLAN F-10.64, 12” WIDE. CURB SHALL BE INSTALLED USING EPOXY ADHESIVE PER WSDOT STANDARD SPECIFICATION 9-26.2. EPOXY SHALL BE APPLIED AT A RATE OF ONE GALLON PER SEVEN FEET OF CURBING. 5 ut O 2.o & oT3 Co CURB SHALL BE INSTALLED IN 20’ SEGMENTS, WITH 18” OPENING BETWEEN ENDS, OR MODIFIED TO FIT FIELD DIMENSIONS AS APPROVED BY THE ENGINEER. CURB AND DELINEATOR SHALL BE THE SAME COLOR AS THE CHANNELIZATION STRIPE. V)3.co o E c 4.oo DELINEATOR BASE SHALL BE AFFIXED TO PAVEMENT WITH FLEXIBLE BITUMINOUS PAVEMENT MARKER ADHESIVE PER WSDOT STANDARD SPECIFICATION 9-02.1(8). RPM’S SHALL BE PLACED AT EACH APPROACH END OF THE CURBING AND CENTERED ON EACH SECTION AS SHOWN. THEY SHALL BE THE SAME COLOR AS THE CHANNELIZATION STRIPE. 5.co =88 © 6. O CM O CMS 8 CM THIS DETAIL IS USED TO RETRO-FIT EXISTING STREETS. NEW CONSTRUCTION SHALL REQUIRE CAST-IN-PLACE CURBS. 7.co £ O Q .5*s DATE: 01/05/2021 APPROVED^ CljytNGJNEER:PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB RETROFITAuburno 'ar.£ 2 T-32.3PUBLIC WORKS DEPARTMENT STANDARD DETAIL:o Q. CEMENT CONCRETE SIDEWALK VARIES, SEE NOTE 33/8" EXP.- JOINT, TYP.SEE NOTE 1 7Hf ft _ 7 ::::z ■i +- V.A SIDEWALK OR LANDSCAPE STRIP, (SEE PLANS) CEMENT CONC. CURB & GUTTERDRIVEWAY ENTRANCE TAPER 0 TO 3’ (SEE PLANS)6x6—W1.4xW1.4 WELDED WIRE FABRIC (W.W.F.) TYP. SEE NOTE 6 DRIVEWAY ENTRANCE SIDESLOPE 3-0” RESIDENTIAL 6-0” COMMERCIAL/INDUSTRIAL STANDARD DRIVEWAY NTS DRIVEWAY ENTRANCE DRIVEWAY RAMP 1/2” LIP BETWEEN ROADWAY GUTTER Sc CURB SIDEWALK, 5’ MIN. (SEE PLANS) (SEE PLANS) 1/2 3/8” EXP. JOINT, TYP.RADIUS,1.5% RECOMMENDED, 2.0% MAX.TYP. DEPRESSED CURB & GUTTER SEE NOTE 5 10% max.iint1 i- f •i —iEO1in DRIVEWAY APPROACH 2” CSTCit 6” RESIDENTIAL 8” COMMERCIAL/INDUSTRIALO 5 Q SECTIONCT>A NTSNOTES:o 5 WHEN THE DRIVEWAY WIDTH EXCEEDS 15’(FT), CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH 3/8” JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. SEE WSDOT STANDARD PLAN F-30.10. CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15'(FT) MAXIMUM SPACING WHEN DRIVEWAY WIDTHS EXCEED 30'(FT). RESIDENTIAL DRIVEWAY SERVING 2 OR MORE LIVING UNITS AND/OR THAT CONNECT TO AN ACCESS ROAD SHALL BE CONSTRUCTED AS A COMMERCIAL/INDUSTRIAL DRIVEWAY. SEE STANDARD DETAIL T-04 FOR DRIVEWAY WIDTHS AND LOCATIONS. CONCRETE SHALL BE CLASS 4000 WITH 5% AIR ENTRAINMENT WITH A BROOM FINISH PARALLEL TO CURB LINE. DEPRESSED CURB FOR HEAVY COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL BE POURED INTEGRAL/MONOLITHIC TO DRIVEWAY. WELDED WIRE FABRIC (W.W.F.) SHALL BE PLACED 3” FROM BOTTOM, AND 2” FROM ALL OTHER LIMITS. WELDED WIRE FABRIC (W.W.F.) NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. WHEN DRIVEWAY OPENING IS TO BE CONSTRUCTED WHERE CURB EXISTS, THE ENTIRE CURB AND GUTTER SECTION SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT ON EACH SIDE OF THE OPENING AND REPLACED. 1.Do Cl •p •O 2.CO 3. o 4.2 5. IZ 00 o 6.CM CMS 7. XI Q gi APPRO’ 3/ CTTY ELpiNEER:DATE:STANDARD DRIVEWAY - OFFSET APRON lCITY OFO/ X WASHINGTON-o COwiMU DEVELOPMENT & PUBLIC WORKS DEPT.STANDARD DETAIL:T-34.1o. VARIES* 1.5% RECOMMENDED. 2.0% MAX. ** 7.5% RECOMMENDED. 8.3% MAX. SEE NOTE 3 CEMENT CONCRETE PEDESTRIAN CURB. PER WSDOT STD PLAN F-10.12,l SEE NOTE 1 TYP. 3/8" EXP.- JOINT, TYP. 6x6—W1.4xW1.4 WELDED WIRE FABRIC (W.W.F.).1. U...1 ;■LL LTl 4#LI ...... 4-4 BALTERNATE DRIVEWAY NTS 15’ MAX.15’ MAX.VARIES SEE NOTE 3 NOT STEEPER THAN ADJACENT ROADWAY GRADE 4”~i **** I 3/8” EXP. JOINT,--------6” RESIDENTIAL 8” COMMERCIAL 6x6—W1.4xW1.4 WELDED WIRE FABRIC (W.W.F.) SEE NOTE 6 TYP. PEDESTRIAN RAMP (NO DOMES) 2” CSTCCEMENT CONC.- SIDEWALK, TYP. SECTION A NTSm SEE PLANS SEE PLANSE Q 1/2” LIP BETWEEN CURB & ROADWAY GUTTER 5’ MIN.I-1/2 3/8” EXPANSION JOINT, TYP. ID DRIVEWAY RAMP RADIUS,£ D TYP.DEPRESSED CURB & GUTTER1 o% max.n * ) cn -srt 3F45t ROADWAYDRIVEWAY APPROACH 6” RESIDENTIAL 8” COMMERCIAL 2” CSTCO D SECTION BC> TJ NOTES;NTSi ~o o WHEN THE DRIVEWAY WIDTH EXCEEDS 15’(FT), CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH 3/8” JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. SEE WSDOT STANDARD PLAN F-30.10. CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15'(FT) MAXIMUM SPACING WHEN DRIVEWAY WIDTHS EXCEED 30’(FT). RESIDENTIAL DRIVEWAY SERVING 2 OR MORE LIVING UNITS AND/OR THAT CONNECT TO AN ACCESS ROAD SHALL BE CONSTRUCTED AS A COMMERCIAL/INDUSTRIAL DRIVEWAY. SEE STANDARD DETAIL T-04 FOR DRIVEWAY WIDTHS AND LOCATIONS. CONCRETE SHALL BE CLASS 4000 WITH 5% AIR ENTRAINMENT WITH A BROOM FINISH PARALLEL TO CURB LINE. DEPRESSED CURB FOR HEAVY COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL BE POURED INTEGRAL/MONOLITHIC TO DRIVEWAY. WELDED WIRE FABRIC (W.W.F.) SHALL BE PLACED 3” FROM BOTTOM, AND 2” FROM ALL OTHER LIMITS. FABRIC (W.W.F.) NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. WHEN DRIVEWAY OPENING IS TO BE CONSTRUCTED WHERE CURB EXISTS, THE ENTIRE CURB AND GUTTER SECTION SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT ON EACH SIDE OF THE OPENING AND REPLACED. 1.in 2.O _o 3.ooo 4. IZ DO 5.o to 6.WELDED WIREcl CM 7.c >N-Ooo cp APPROVED CITY ENGINEER: DATE:ALTERNATE DRIVEWAY - INLINE (DROP) APRON .CITY OFO PUBLIC WORKS DEPT. //XI WASHINGTONT> 5 ELOPMENT &CO STANDARD DETAIL:T—35.1o_ STREET LIGHTING LAMP SCHEDULE UPDATED SPEC. LEOTEK PART # ALTERNATE SPEC. AEL PART # * STREET CLASSIFICATION LAMP TYPE GCL2—80J—MV-40K—3R —GY-295—PCR7—WL ATBO 60BLEDE10 MVOLT R3 MP NL AO P7PRINCIPAL ARTERIAL TYPE A GCM3-60J-MV-40K—2R —GY-185—PCR7—WL ATBO 30BLEDE13 MVOLT R2 MP NL AO P7MINOR ARTERIAL TYPE B MINOR ARTERIAL W/ CENTER TURN LANE OR MEDIAN GCM3-60J-MV-40K—2R —GY-185—PCR7—WL ATBO 30BLEDE13 MVOLT R2 MP NL AO P7TYPE B GCM3-60J-MV-40K—2R —GY-185—PCR7—WL ATBO 30BLEDE13 MVOLT R2 MP NL AO P7NON-RESIDENTIAL COLLECTOR TYPE B GCJ3—30J—MV-40K—2R —GY-090—PCR7—WL ATBO 20BLEDE10 MVOLT R2 MP NL AO P7RESIDENTIAL COLLECTOR TYPE D RESIDENTIAL COLLECTOR WITH CENTER TURN LANE OR MEDIAN GCJ3-30 J- M V- 40K—2R —GY-090—PCR7—WL ATBO 20BLEDE10 MVOLT R2 MP NL AO P7TYPE D GCJ3— 30 J- M V- 40K—2R —GY-090—PCR7—WL ATBO 20BLEDE10 MVOLT R2 MP NL AO P7LOCAL NON-RESIDENTIAL TYPE D r-ro LOCAL RESIDENTIAL AND LOCAL RESIDENTIAL ALTERNATIVE ** i GCJ1-30J-M V-40K-2R —GY-055—PCR7—WL ATBMic 10BLEDE10 MVOLT R2 MP NO AO P7 i TYPE F O e>* UNLESS SPECIFIED OTHERWISE SEE TABLE 10-8 IN DESIGN STANDARDS FOR LIGHTING DESIGN CRITERIA. s O cn *o5 ** SEE STD DETAIL T-29 FOR LOCAL RESIDENTIAL ORNAMENTAL OPTION.u fc O✓ o & po"Oco V) co o 5 coo co =Ss © o CM O CM o CM co £ O Q .5*s DATE: 01/05/2021 APPROVED^ CljytNGJNEER:STREET LIGHTING LAMP SCHEDULEAuburno 'ar. 2 T-37.4PUBLIC WORKS DEPARTMENT STANDARD DETAIL:o Q. R 1 1/2 » 3/8E 5/8F CslIt 00m 3/4 ff 00 ^E CM 9 i ^Ei t o I cn *o5 'nE Dfc o ^Eo S po"Oco in co o 5 »12coo co=8 8 COLORS: LEGEND, CIRCLE, DIAGONAL, BORDER, & ARROW* SYMBOL BACKGROUND RED (RETROREFLECTIVE) BLACK WHITE (RETROREFLECTIVE) © o <N O CN toSCM * USE SINGLE ARROW LEFT OR RIGHT AS APPROPRIATEco <0 JOo Q DATE: 01/05/2021 o APPROVED^ CljytNGJNEER:>>NO PARKING” SIGNA-rrrYOf -— —-Auburno 'ar. 'A'ASHINGTONs STANDARD DETAIL: T-40.2PUBLIC WORKS DEPARTMENTo Q. 1 ’ —0If WEDGE CURB POURED CONTIGUOUS W/ HMA WEARING COURSE 4 a -J ! ' / o o o o cc>c> c> ASPHALT WEDGE CURB A NTS BACK OF CURB a ■* ■F~ Ci (fi a o s*r:.. O' <4> :: ■£BACK OF CURB FLOW LINE c 4 4<r V<i '• 5 o <J ■O aca oo tr.o CEMENT CONCRETE TRAFFIC CURB & GUTTERous'-> :: 0 CONCRETE TRAFFIC CURB & GUTTER TO HMA WEDGE CURB TRANSITION ■ a) \Z BoM NTS\ iN :: O c £i Q CITY ENGINEER: DATE: /*■/*//? a APPROVED CONCRETE TRAFFIC CURB & GUTTER TO HMA WEDGE CURB TRANSITION lCITY OF.O lUEOTJO ~>/~17 PUBLIC7 WORKS DEPARTMENT WASHINGTONTJ STANDARD DETAIL:T-41.1oa. 6” WHITE THERMO STRIPE i TRAFFIC FLOW CLASS 1/2” HMA B 10’-0 /iz7 / APPLY TACK COAT 4’ —0”3-0 M3-0 >> i/ 7^ : 7 ■> CLASS 1/2” HMA 7 )) F3!> 3 y> zzZZZZ2N\ \3 \\ V\W V\•- 11 SECTION A>EXISTING HMA PAVEMENT s SCALE: 6" = 1'-0" 3 3 6-0 z7f:• 7 T '■ :■APPLY TACK COAT 4-0 >> ’-0 >>3 Z7. CLASS 1/2” HMA£>>r r: d| IVCx\»iCv \\,•! I>SECTION B>4 4 EXISTING HMA PAVEMENT SCALE: 6" = T-0'> 0 3 DATE:•IMEER:APPROVED BY CITY SPEED CUSHION DETAIL • vTlVtYtAUBURN5 3 Wa5VUNgtc5n/<$£■>- 9 PUBLIC WORKS DEPARTMENT STANDARD DETAIL:T-42.1:> 7 2’ — \ 2’77 2’ 10’ LANE 2’ — \, 8’ PARKING LANE (IF PRESENT)2’ —22V 77 28' ROADWAY SCALE: 6" = 1'-0" SPEED CUSHION PER COA STD. DETAIL T-42 i: I; 3: 1.5’.y \::• 2 5 5 22v1.5’.)2 5 i 3 723:: ■■Z Z'i -• ■ 1.5’.> >12’ LANE 31 7a 1.5’7!>•>•! •i 24' ROADWAY'f SCALE: 6M= I'-O'5 0»>:>: 7 z DATE:APPROVED BY CITY ENGINEER:3 SPEED CUSHION PLAN itFrVfl'F. >AUBURN5 5*fit WASUiNGtON 7 STANDARD DETAIL:T-42A.1PUBLIC WORKS DEPARTMENT3 Dobyns on 12/16/2020 File location: M:\Construction Standard Deta?ls\Current Working DWG\Traffic\STDETL-T-44.2DRIVEWAY-----WING/EXISTINGSIDEWALKDESIGN MIX PAVER- JOINT SAND, JOINTS TO BE 1/16” TO 1/8>>714.'BRICK PAVERS, SEE NOTES FOR MFR., SIZE, & COLOR<74XTHIN SET MORTAR BED PER MANUFACTURER’S RECOMMENDATIONSCURB<7rnrrTTTJ7 J</■ A<3A1 \73/4” MINUS CRUSHED ROCK, 6” DEPTH<7<72” CONC. SLAB-----7<77. .d'A <721COMPACTED SUBGRADE, 95%<7:2’x2’ SCORED — CONC. SIDEWALKSECTIONPLANNTSNTSNOTE:BRICKS TO BE MORTAR SET, (1) ROW STACK PATTERN, HOLLAND 6CM PAVERS BY MUTUAL MATERIALS. COLOR: RED (RUSTIC BLEND) SIZE: 2/8”x7Z8”x31%5>>DATE: 01/05/2021 IAPPROVED^e7 CITV'tNGJNEER: etvfap DOWNTOWN BRICK PAVER BANDok ;--:-.LvTH5Y7£PUBLIC WORKS DEPARTMENT T-44.2STANDARD DETAIL: >>8 NOTE: BRASS DISC MAY BE DOMED OR FLAT MIN SEE NOTE 4 o 2%>> MINr <7 V O-------- CM <7 A CLL>-CM BRASS DISCo -I2’NTS TYP PLAN NTS BRASS DISC PLACED BELOW DRIVING SURFACE EXISTING PAVEMENT )>— 2 A 3 //////__-<7 VrHXX < J,x A 4 X(J \ J A.1 X YY iA-<O-)V/ •_ ( )0(V) C A ?()0(4 <7 v004\^-y wOv-/or /</-x /<7 <7 .4 4-4 < <7 4 . 4 * MAGNETIC MATERIAL, #4 REBAR, 12” LONG PLACED VERTICALLY UNDER BRASS DISC W/ 2” MIN. SEPARATION CEMENT CONCRETE- SHALL BE CL. 3000, AND EITHER SQUARE OR CYLINDRICAL. >> 4”44 7 Z~A 7 71 SECTION A NTS NOTES: 1) THIS TYPE IS USED ON ALL CITY STREETS EXCEPT FOR AUBURN WAY NORTH/SOUTH (SR-164). 2) BRASS DISC SHALL BE MARKED BY AN ”X” AT THE INTERSECT LOCATION AND MARKED PER RCW 58.09.120. 3) THE REQUIREMENTS OF WAC 332-120 SHALL BE MET PRIOR TO AND FOR THE REMOVAL OR DESTRUCTION OF A SURVEY MONUMENT. 4) PK NAIL STRADDLES WHICH ARE A STRAIGHT LINE INTERSECTION OF MONUMENT INTERSECT LOCATION. DATE: 01/05/2021 APPROVECljytNGJNEER:POURED IN PLACE MONUMENT TYPE A MODIFIEDAuburn'ar. T-46.2PUBLIC WORKS DEPARTMENT STANDARD DETAIL:Plotted by: Craig Dobyns on 12/10/2020 File location: M:\Construction Standard Details\Current Working DWG\Traffic\STDETL-T-46.2 6”'P 7/16”/ <*■ROADWAY CO <1 A J <7 CD J <7 4 <7 CEMENT CONCRETE, CLASS 4000, PER WSDOT SPECIFICATIONS 8-04 AND 6-02 <L 16.5' CAST-IN-PLACE DUAL-FACED MOUNTABLE CEMENT CONCRETE TRAFFIC CURB NTS DATE: 01/05/2021 APPROVED^-BJ? CljytNGJNEER:CAST-IN-PLACE DUAL MOUNTABLE CEMENT CONCRETE TRAFFIC CURBAuburn'ar. WASHINGTON STANDARD DETAIL:T-47.1PUBLIC WORKS DEPARTMENTPlotted by: Craig Dobyns on 12/10/2020 File location: M:\Construction Standard Details\Current Working DWG\Traffic\STDETL-T-47.1 1.5” RADIUSED CORNERS D 3/8” HOLES CENTERED 1.5” FROM TOP AND BOTTOM Sensitive Area Boundary 3i i 3/4” ARIAL BOLD FONTo £ 2 o5o Help protect and care for this area. Trampling or cutting vegetation, placing fill or garbage, and any other activities that may disturb the sensitive area are prohibited, as regulated under Chapter 16.10 of the Auburn City Code. Please contact the City of Auburn Planning Dept, at c€o5 9/32” ARIAL BOLD FONT cE3o m 6 Q o ■Oco planning@auburnwa.gov or 253-931-3020 with any questions.(/> o o £coo/ SIGN FACE IS DIGITALLY PRINTED TEAL C:100 M:0 Y: 30 K: 6 AND BLACK C:100 M:100 Y:100 K:100 ON 3 MIL. CALANDERED WHITE VINYL THEN LAMINATED WITH A 2.5 MIL. LAMINATE. THIS SIGN FACE IS THEN MOUNTED TO .080” THICK 5052 H38 ANODIZED ALUMINUM. co 8 c O CITY OF AUBURN SENSITIVE AREA SIGN COMMERCIAL AQUATIC cso<N to «N co 5.NTSXIoo gi 8 APPROVED BY CITY ENGINEER:DATE:.-rr/.T J_SENSITIVE AREA SIGN COMMERCIAL AQUATIC o 01/05/2021 '%nntfOT5t«1 STANDARD DETAIL:T-48.1PUBLIC WOkKS ARTMENTo CL 4 X2 X4 , PRESSURE TREATED TEMPORARY MARKER, WRAP WIRE AROUND MARKER 5’ OR WIDTH OF PROPERTY LINE, R.O.W., OR PUBLIC SEWER EASEMENT- UTILITY EASEMENT (WHICHEVER IS GREATER) SEWER CLEANOUT, REFER TO STD. DETAIL S—02 FINISH GRADE / NOTES:4 n I ^LAY SIDE SEWERS PERPENDICULAR TO THE MAIN. EXTEND SIDE SEWERS FROM THE SEWER MAIN ONLY WITH TEES. 1. CO 2. BENDS ARE NOT ALLOWED IN THE PUBLIC RIGHT OF WAY (R.O.W.). PORTION OF THE TEMPORARY MARKER EXTENDING OUT OF THE GROUND SHALL HAVE 2” HIGH STENCILED ”SS” LETTERS IN BLACK PAINT, DEPTH TO THE STUB SHALL BE NOTED. SIDE SEWERS SHALL BE 6” DIA. UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, WITH A MINIMUM SLOPE OF 2%. GREATER THAN 25" ANGLE (47% SLOPE) REQUIRES CONCRETE BLOCKING. GREATER THAN 45" REQUIRES EPOXY LINED DUCTILE IRON TEE. err:1’x2”x4” PRESSURE TREATED CLEAT----- 3.W 4. 9 GAUGE- GALV. WIRE5. GASKETED CAP (TO BE REMOVED WHEN CONNECTION IS MADE) GASKETED SWEEPING WYE 6” DIA. MIN., 2% MIN. SLOPE \ TEE GASKETED CAP AT END OF LINE------- SEWER MAIN 12”X2”X4” PRESSURE TREATED ANCHOR---- DATE: 01/05/2021 APPROVECljytNGJNEER:igfrrgf ________—. •Auburn SIDE SEWER STUB'ar. STANDARD DETAIL: S-01.2PUBLIC WORKS DEPARTMENTPlotted by: Craig Dobyns on 12/16/2020 File location: M:\Construction Standard Details\Current Working DWG\Sewer and Storm\STDETL-S-01.2 5/8 —11 N.C. x1-1/4” STAINLESS STEEL COL, HEX DRIVE CAP SCREW (2) EA. REQ’Di22’’ DIA.XCONCRETE APRON OR DRIVEWAY>\\yy vyx7,AvX \/ypp \\xj*:itPROPERTY LINE, R.O.W., OR PUBLIC SEWER EASEMENT (SEE NOTE 2)11 MINI-32’ MAX.IIUPfMi •.<XCAST IRON RING Sc LIDI.:moo16NATIVEMATERIAL—r■fiCMX:i' /jr15” 0, 12” MIN. LENGTH PVC OR DUCTILE IRON-uIim3/4” TO 1 1/2” MINUS WASHED ROCK14’NON-GASKETED PVC CAP-------------19xAPPROPRIATEREDUCER45" BEND/CAST IRON RING Sc LIDvTO SIDE SEWER TEE AT THE MAIN, SEE STANDARD DETAIL S-01-------------6” MIN. DIA., 2% MIN. SLOPEFUTURE CONNECTION TO BUILDINGNOTES:4” DIA. MIN. RESIDENTIAL. 6” DIA. MIN. COMMERCIAL, 2% MIN. SLOPEBENDS IN THE SIDE SEWER LINE ARE NOT ALLOWED WITHIN THE PUBLIC R.O.W.1.2. CLEAN OUTS MAY BE ESTABLISHED ON BACKSIDE OF UTILITY EASEMENTS IF APPROVED BY CITY ENGINEER.ADDITIONAL CLEAN OUTS ARE REQUIRED ON SIDE SEWER LINE WITHIN PRIVATE PROPERTY WHEN CUMULATIVE BENDS ON SIDE SEWER LINE EQUALS OR EXCEEDS 135“3.Plotted by: Craig Dobyns on 1/31/2017 File location: M:\Construction Standard Details\Approved Drawing Files (dwg)\Sewer and StorTn\STDETL—S—02.2DATE:APPROVED/BY CITY ENGINEER:PRIVATE SANITARY SIDE SEWER CLEAN OUT .CITY OF• I131 Tm 1 EVELOPMENT Sc PUBLIC WORKS DEPT.COMMUNITY STANDARD DETAIL:S-02.2 Pobyn9 on 12/16/2020 File locotion: M:\Construction Stondord Detail9\Current Working DWG\Sewer and Storm\STDETL-S-03.2LOCKING MANHOLE RING & COVER SHALL CONFORM TO STANDARD DETAIL S-04NON-GASKETED PVC CAP----------CLEANOUT RING AND COVER ADJUSTMENT SHALL CONFORM TO STANDARD DETAIL T—05----------------------x<omNOTE:MANHOLES ARE REQUIRED AT UPSTREAM END OF ALL SEWER MAINS.A» ►--INSTALL PRECAST CONCRETE ADJUSTING RINGS/LEVELLING BLOCKS AS NECESSARY TO MATCH FINAL GRADE--------------------' - >—2PLACE AND COMPACT CRUSHED SURFACING TOP COURSE (TYP) PER WSDOT SPEC. SECTION 9-03.9(3)CD3/4” TO 1 1/2 MINUS WASHED ROCK--------------8” DIA. MIN.45" BEND8” DIA. MIN.,12” LONG NIPPLE45" BEND8” MIN. DIA.-'GASKETED SWEEPING WYEGASKETED GASKETEDCAPCAPGASKETED SWEEPING WYE8” DIA. MIN.STANDARDINSTALLATIONALTERNATEINSTALLATIONNTS NTS99:y33Nf0N3'AII0 £a-'a3AOdddV IDATE: 01/05/2021 jsransnvPUBLIC SIDE SEWER CLEANOUT (8” OR LARGER)ocrS-03.2PUBLIC WORKS DEPARTMENT STANDARD DETAIL: (3) 1”0 HOLES EQ. SPACED AT 120" APART ON A 30^”0 B.C. -(3) %” POCKETS EQ. SPACED AT 120" APART ON A 23K6”0 BOLT CIRCLE PICKHOLE O'B0=0 0=0n=DE=D=D«=D=n T=SEWER=0=D O=D=D=D=0 TV B ir>A A aLJtasP O £ F fFFP t 5 o o r2 am**. COVER - PLANn i i'o'. V,NTS%[£Y 25CM53MADE IN I.SA [ FRAME - PLAN ro NTS h.y2 1 a1 NONSKID PATTERN SECTION B-B0 25y2 a NTS 1% it "t % nCAST IN GASKET GROOVE o 1*6CO I m I 1/2”-13 HEX BOLT & STEEL WASHER & RUBBER WASHER TYP. (3) PLACES io CO (O TJCo 0 23%n*©CO o 0 279/6 i)5o cn RUBBERIZED GASKET, SEE NOTE 4 0 34/8 it o 5 BOLT DETAIL ©NTStSECTION A-Ao s’NTSNOTES:o ®o ■p COVERS SHALL HAVE THEIR USE CAST IN 2” RAISED LETTERS: ’SEWER’ FOR SANITARY SEWERS, ’DRAIN’ FOR STORM SEWERS AND ’WATER’ FOR WATER CONVEYANCE. THE WORDS ’CONFINED SPACE PERMIT REQUIRED’ SHALL BE CAST IN 1” LETTERS AS SHOWN. 1.oTJco CO co o 5 c GRAY OR DUCTILE IRON FRAME AND DUCTILE IRON COVER WITH MINIMUM WEIGHTS AS FOLLOWS: 2.oo co =8 FRAME = 210 LBS.8 © COVER = 150 LBS.o CM O CM\3. PROVIDE SLIP RESISTANT COATING IN PAVED AREAS.co CM WHEN CALLED FOR IN THE CONTRACT DOCUMENTS, INSTALL INFRA-RISER PRODUCT NUMBER IC2431F0050F BY EJCO PER MANUFACTURER RECOMMENDATIONS (OR APPROVED EQUAL). 4.o cio Q DATE: 01/05/2021 o APPROVED^ CljytNGJNEER:24” DIA. MANHOLE FRAME AND COVER i'STYOf-Auburno'ar.£ 'VA5H1 KjTrK 2 S-04.4PUBLIC WORKS DEPARTMENT STANDARD DETAIL:o CL 90° PVC LONG SWEEP BEND, TURNED TOWARD THE DIRECTION OF THE FLOW — CORE DRILL HOLE INTO EXISTING, APPLY KOR-N-SEAL® CONNECTOR OR APPROVED EQUIVALENT, NON-SHRINK GROUT AS REQ’D--------------- EXISTING LADDER RUNGS -8” PVC TEE (SDR 35) W/ PARTIAL PVC PLUG (SEE NOTE 3 BELOW) 12” MIN. 18” MAX. INLET SANITARY LINE I \PVC PIPE (SDR 35) OR Dl PIPE (EPOXY LINED & COATED) DIAMETER SHALL MATCH INLET / trX V- <PIPE ”2 I PIPE SUPPORTS SHALL HAVE ADJUSTABLE BRACKETS Sc SHALL BE MADE OF 1-1/2” WIDTH 11 GAUGE TYPE 304 STAINLESS STEEL. PINCH BOLTS Sc NUTS SHALL BE 3/8” DIA. 18-8 STAINLESS, (TYP). BRACKETS SHALL BE RELINER®(OR APPROVED EQUIVALENT) 90' PVC LONG SWEEP BEND, TURNED TOWARD THE DIRECTION OF THE FLOW (SEE DETAIL ABOVE) x /<CL2 > CM t X rn<CM REMOVE EXISTING BENCH TO SPRING LINE OF EXISTING PIPE & RECHANNEL AS REQ’D*■ •• A Jt-L EXISTING SANITARY SEWER CHANNELNOTES: TYPE 1 MANHOLE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DETAIL MAY ALSO BE APPLIED TO TYPE 2 & 3 MANHOLES. 1. 2. DROP CONNECTIONS TO EXISTING 48” OR LARGER MANHOLES ONLY WITH ENGINEER APPROVAL. PLUG TO BE CUT TO LEAVE 60% OF PIPE DIAMETER OPEN FOR MAINTENANCE ACCESS. 3. DATE: 01/05/2021 APPROVED^!? CljytNGJNEER:Auburn RETROFIT EXISTING MANHOLE WITH INSIDE DROP'ar. WAIHINSTON S-05.2PUBLIC WORKS DEPARTMENT STANDARD DETAIL:FLOWPlotted by: Craig Dobyns on 12/10/2020 File location: M:\Construction Standard Details\Current Working DWG\Sewer and Storm\STDETL-S-05.2 NOTE: CITY ENGINEER APPROVAL IS REQUIRED BEFORE USING THIS DETAIL MANHOLE RING & COVER ADJUSTMENT SHALL CONFORM TO STD DETAIL T-05—LOCKING MANHOLE RING & COVER SHALL CONFORM TO STD DETAIL S—04 FINISH GRADE 24LEVELING BRICKS OR GRADE RINGS AS REQUIRED. 3000 PSI SMALL AGGREGATE CONCRETE BETWEEN EACH RING------------------- s\\\\\\\\\W 4PRECAST CONCENTRIC CONE <7 V y HAND HOLD 12” O.C. (1 STEP MIN.)FULL DEPTH CAHNNEL —xCD1/2”/FT. Q (TYP) <ro o 4”£5o1 C\J oTYP.X<¥-U) ■rO lOEoo is'GROUT FILLET (TYP)g 3 VGO ------t>—TJ Ac:o A . FIELD CONSTRUCT 3000 PSI SMALL AGGREGATE CONCRETE CHANNEL AND SHELF TO CROWN OF THE PIPE--------------------- A A■ t>y t>LL AC <5 CNJa E>A \IT 8”—12” DIA.s PIPEQ 5-6" DIA. CEMENT CONCRETE BASE, CL. 3000, CAST IN PLACE T>) REBAR #4 @ 12” EW> Im RUBBER GASKET 48” DIA. oV.c:ain c O c ALTERNATE: MANUFACTURED BASE WITH FLAT TOP, FRAME AND COVER IS ACCEPTABLE s' c i8 .... co n co1 ! i o Sp 2 APPROVED BY CITY ENGINEER:DATE: ..... .....g/ypcib flCOMMLfffllTY ff^VELOPMENT & PUBLIC WORKS DEPT. EXTRA SHALLOW MANHOLE DETAIL .CITY OF £ WASHINGTON STANDARD DETAIL:S-06.1 MAIN n ADJUSTMENT RISER(S) PER STD DETAIL T-05 < a \I N A O I V) I E i • io <0 XJ •1cJo >-& CD 3= Q iio L- c L O _ro q sjr.\Q "2u 1 /2”/FT. (TYP) SEWER MAINTJ C D(/)GROUT SUMP TO FLOW AS SHOWN ABOVE *• Aco c A f I<5 A.a c o =g8 <1 v :-1.-2.u: to 4” LAYER OF GROUT o SAND BASE BELOW GROUT WHERE FUTURE EXTENSION IS ANTICIPATED OTHERWISE GROUT FULL DEPTH OF BASE c S I-- » c: o 3.amI3r:: 1 APPROVED) BY CITY ENGINEER:DATE:MANHOLE AT END OF SANITARY SEWER LINE lCITYOF —, d@EF^N'LzLofedfy PUBLIC V .L WASHINGTON Y I CO DEVELOPMENT & WORKS DEPT.STANDARD DETAIL:S-07.2 1/2” PER FT., TYP.A •d <s A A 4 * ,’o>y •• <0 = ■ Ia i4 GROUT SUMP TO FLOW TO SEWER • d A 2.V=rFLOW MANHOLE LADDER RUNGS <■<3 d A,4 d CHANNEL WIDTH SHALL MATCH THE INSIDE DIAMETER OF THE OUTFLOW PIPE d d<3 • 4 <7 / <4 <7//d // d h ■ < <7 <74« 4 Ld <7 * 9- 4 4 d 4 '«d d < d *3 d d <7 d NOTES: NO STEPS OVER PIPES OR MANHOLE CHANNELS. WHEN POSSIBLE STEPS SHALL BE POSITIONED OVER THE LARGEST BENCH AREA. 1. 2. FAST SETTING CONCRETE SHALL NOT BE USED. <7 'd 4d <7<3d 4<7 d d d<74 4 • < 1 d 4 4d • <?• d d<7 d4<7r<777 T~tvdd CD d: d d d rO •n' d CHANNEL WIDTH SHALL MATCH THE INSIDE DIAMETER OF THE INFLOW PIPE, TYP. * ^CHANNEL SHELF% 1/2” PER FT., TYP.FULL DEPTH CHANNEL SHALL MATCH THE LARGEST INSIDE PIPE DIAMETER------------------ 4 d. 4>&<7 d d Td d- d d d OI : I Io(/> D * C : 2-a II ■. :: Ea >Eo. %a 'a i x. o ■qc 5w c C cS<r o I <o oC 1 ro o Il io E APPROVED BY CITY ENGINEER: DATE:MANHOLE CHANNEL CONSTRUCTION .CITY OF Sj5 /2oUa LOPMENT Sc PUBLIC WORKS DEPT. WASHINGTON | COMMUNITY STANDARD DETAIL:S-08.1dFLOW■ vb.■ vd 2-0" MIN. CLEARANCE TO ANY PORTION OF FROP-T INCLUDING ELBOWS NOTE: THIS DETAIL IS FOR STORM USE ONLY ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH BASIN IS FILLED WITH WATER > v tf ANGLE AS NECESSARY\v2-0” MIN. ELBOW RESTRICTOR, (SEE DETAIL PG. 2)/ PLAN NTS FRAME W/ SOLID LOCKABLE COVER, MARKED ’’DRAIN”, (SEE STD. DETAIL S-04)ELBOW RESTRICTOR, (SEE DETAIL PG. 2) 1-16” MAX.C ,.v 'VERTICAL BAR GRATE FOR SECONDARY INLET, (SEE DETAIL PAGE 2) S2 To2vii Z Hto DESIGN W.S.v 1 SHEAR GATE W/ CONTROL ROD FOR CLEANOUT/DRAIN (SEE DETAIL PAGE 2) GPIPE SUPPORT (SEE PG. 2 NOTE 6) Q.C\|>- OUTLET INLET AB mmmmimmf csl 2 THE FOLLOWING INFORMATION MUST BE PROVIDED ON PLANS: ELEVATIONS: A B C E F G DIMENSIONS: H I J E a CM <N F & RESTRICTOR CAP W/---------- ORIFICE DIA. TO BE SPECIFIED (NOT NEEDED IF FOR SPILL CONTROL ONLY) 0»1 HANDHOLDS, STEPS, OR LADDER RUNGS (SEE PG. 2 NOTE 5) I g SECTION A NTS PAGE 1 OF 2 APPROVED BY Cipr ENGINEER:DATE:iciWOLa FLOW RESTRICTOR j?WAJHINffrON PUBLIC WORKS DEPARTMENT'STANDARD DETAIL:S-09.2 GASKETy2”0 THRU ON 103/4 BC (6 PLACES) n nM11.852.75 iv x 1 y2DP SOCKET DRILL FOR y4” MAC SCR & ESNA NUT >> >)10.34 o o og PIVOT BOLT o o n8.63 o o OFCO CMCM »>oo .50tztt ICDI O OO O 7t O ITTo TTT CMOI I I ILL .50 SCH 80 PVC VAN STONE FLANGE SOCKET Sc GASKET DRILL FOR 7/16-14 — UNC 2AX 2/4” HEX HEAD CAP SCR W/ ESNA LOCK NUT, OR APPROVED EQUIVALENT DRILL THRU FOR 7Aq CAP.50 FLANGE SOCKET, SEE DETAIL THIS SHEET--------------- SCR FLANGE SOCKFT NTSSHEAR GATE NTS PVC ELBOW, AFFIXED W/ PVC ADHESIVE TO SADDLE, SECURED W/ (2) STAINLESS STEEL CLAMPS 2” MIN. CIRCUMFERENCE LENGTH- OF OPENING SHALL BE SIZED FOR 100 YR. FLOW I v_0VERF_L0_W W.S.YiCiESiGNJATS.^6” MIN.•a >* j V3/4” 0 VERTICAL BAR GRATE @ 4” O.C. FOR SECONDARY INLET PVC CAP AFFIXED W/ PVC ADHESIVE TO ELBOW - ORIFICE TO BE SPECIFIED > 6” MAX.1 /• 2 VERTICAL BAR GRATE ELBOW RESTRICTOR NTS NTS NOTE:2,:NOTES: ■THIS DETAIL IS FOR STORM USE ONLY USE A MINIMUM OF 54” DIA. TYPE 2 CATCH BASIN. OUTLET CAPACITY SHALL BE 100-YR. DEVELOPED PEAK FLOW. RESTRICTOR TO BE MADE WITH NON-GASKETED PVC, SDR-35. FLOW RESTRICTOR TO BE CONNECTED TO OUTLET PIPE WITH GASKETED CONNECTION OR ROMAC COUPLER. BASIN LID FRAME AND LADDER RUNGS OR STEPS ARE OFFSET SO THAT: A. RESTRICTOR IS VISIBLE FROM TOP. B. ACCESS SPACE IS CLEAR OF RISER AND RESTRICTOR. C. COVER FRAME IS CLEAR OF CURB. PROVIDE AT LEAST TWO 3”x0.090 GAUGE TYPE 304 STAINLESS STEEL SUPPORT BRACKET EPOXY ANCHORED 2” INTO CONCRETE WALL WITH MAX. 3’ VERTICAL SPACING. LOCATE ELBOW RESTRICTOR AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. PIPE SIZES AND SLOPE PER PLAN. SHOW ALLOWABLE DISCHARGE ”Q” 1.Z 2.i> 3.> 4.!> 3 5. 5 : ■ :■/3 6.5 3 ■ S'7.■s ■i" > PAGE 2 OF 2> 2» DATE: z/zcY/y :NGINEER:APPROVED BY Cl FLOW RESTRICTOR.Tii v ClAUBURNvWAaiilN^'rON STANDARD DETAIL: S-09a.2PUBLIC WORKS DEPARTMENT JOINTfCENTER OF UNIT (INSTALLATION POINT)--------------- C6x8.2 CHANNEL RAIL M12 7^// 0 7^0/ CURB OPENING INLET NOTES: 00 CM1. STRUCTURE SHALL BE MONOLITHIC AIR-ENTRAINED CLASS 3000 CONCRETE. 2. HOT DIP GALVANIZE C6x8.2 CHANNEL & ANCHOR BOLTS AFTER FABRICATION. ro mm \m.\ \ >>12 to 00r-to CM 7^>7>> \\T\VV\7\\CL >-OO CM ro 0 \06x8.2 CHANNEL RAIL (MATCH TOP OF CURB)------ TYPICAL GUTTER ELEV. 2%MIN. 3/4”x10 ANCHOR BOLT W/ 1/4” WELD (TYP. OF 4) LID FACILITY MARKER TO BE PROVIDED BY CITY (TYP. OF 2) » 6 ”6 ”6 ”6’’o (4) ANCHORSiU) i vE 1/4” TYP.7 gO 6:1(/) TJ II. O 0i I 6”ilf SWALE BED€> I cm PLAN PAVEMENT / ROAD TrV.o NTS•». ; Q cn L »»36o 5 /»3/4”x10 ANCHOR BOLT, //c ZJ MODIFIED CURB & GUTTER o TYP.co I SECTION AoX)NTS P</)06x8.2 CHANNEL TOP OF CURB n 11 >>>>r,■n 6”c 18 A 28 A 18o i// /1c ✓/7 7 1” LIP3 ZZET2E3Ez“5SEZE ROADWAY SLOPEo 5 ;JJO b.■c•c JD IZ a)MATCH ROADWAY SLOPE o t: l GUTTER3/4”x10” ANCHOR BOLT W/ 1/4” WELD, TYP.--------- JOINTSo LINE o 2 SECTION B1NTSIK -o APPROVI BY CITY ENGINEER: DATE:o COVERED CURB OPENING INLET .CITY OF> EVELOPMENT Sc PUBLIC WORKS DEPT. ilUBTJI/>,.a WASHINGTONs CO UNI STANDARD DETAIL:S-10.1r>. BLIND FLANGE OR SMALLER SIZE PIPE C B BABLIND FLANGE A t>< K) 3lsic) C s c BLIND FLANGE OR PLUG \i-sru __C—1 ■“ClBLIND FLANGE I 90° BENDTEETEEUNBALANCEDACAPPED CROSS CROSS HORIZ OR UPWARD VFRT. BENDSNOTE: SEE STD. DETAIL W-03 FOR TYPICAL BLOW OFF ASSEMBLY. MAINTAIN 2” CLEARANCE BETWEEN CONCRETE AND PIPE D.l. PIPE i fl'S <££nj>cotz Lijfc p //r- 3"E DB 1 *4cr <>ioo FOR PIPE SIZES UNDER 12" USE 2 3/4” 0 HOT DIPPED GALV. THREADED RODS FOR 12” & 14” USE 4 3/4” 0 HOT DIPPED GALV. RODS 11 1 /4' BEND 22 1 /?' RFND 18'#4 REINF. HOOP SHALL BE 2” BELOW TOP OF CONCRETE - MIN. TIE BACK BLOCK #5 REBAR (EXTEND 2' INTO CONCRETE) cDETAIL C 3 x PIPE 0 dD • <r A MINIMUM BLOCK SHALL BE AGAINST UNDISTURBED EARTH r 45' RFNDonDOWNWARD VERTICAL BEND PLASTIC BARRIER CONC. BLOCK SYMMETRICAL TOP & BOTTOM THRUST BLOCK TABLE MIN. BEARING AGAINST UNDISTURBED SOILNflIES BEARING AREA OF CONC. THRUST BLOCK IS BASED ON 200 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2000 PSF. 1.©© ©©PIPE SIZE SQ. FT.SQ. FT.SQ. FT.SQ. FT.SQ. FT. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES. PRESSURES, AND SOIL CONDITIONS. 2.3 3 2 24' 2 4 3 2 26’2 CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 3.7 5 48'2 2 6118 310'2 16 11 9 512'3 THE BLOCK SHALL BEAR AGAINST THE FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP AND DISMANTLING OF JOINT. 4. 14”22 1215 6 3 29 20 1616 8 4 18”36 25 20 10 5THE CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 5. 45 32 24 1320' 6 54 38 29 1522'8 24”3564 45 18 9USE 2” THICK STYROFOAM TO FORM THE CONCRETE BLOCKING. PLASTIC SHALL BE INSTALLED BETWEEN ALL CONCRETE BLOCKING AND FITTINGS. 6. 28”87 62 48 24 12 30”101 71 55 28 14 RESTRAINED JOINTS ARE REQUIRED WHERE BEARING SOILS OR FILL MATERIAL ARE DETERMINED BY THE ENGINEER TO BE UNSUITABLE TO PROVIDE ADEQUATE BEARING LOAD. OR THIS SOIL HAS BEEN DISTURBED. 7.36”145 102 78 40 20 107197139 5542' 27 257 181 140 7148’36 DATE:APPROVED BY CITY, ENGINEER*WATER MAIN BLOCKING city or- ©i WASHINGTON OPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL:COMMUNI W-01.1Plotted by: Craig Dobyns on 8/10/2016 File location: M:\Construction Standard DctailsYApproved Drawing Files (dwg)\Water\STDETL—W—01.1 2) DIRECT TAP AWWA r TAPER x 110 CTS 5 3 4 VTT NIPPLE LENGTH AS NEEDED TO CLEAR VALVE BOX 7 n 9 8 8 THREAD INTO CURB VALVE o.MATERIAL LIST 45' MIN.- 60’ MAX. FORD PART #MUELLER PART #ITEM NO.DESCRIPTION N/A N/A*( 1 SADDLE I.P.T. MIPxl 10 CTS1 FB1000-4-Q B-25008N21” CORP STOP1) SADDLE TAP N/AN/A1” TYPE K COPPER3 * SADDLES FOR 1)£” OR 2” PIPE TAPS SHALL BE EPOXY COATED OR E-COATED DUCTILE IRON W/ DOUBLE STAINLESS STEEL STRAPS & NEOPRENE GASKETS. SADDLES SHALL HAVE I.P.S. FEMALE THREADS C14-44-Q-NL H-15451N1" FIP COMPRESSION ADAPTOR4 C84-44-Q-NL H-15428N51” COMPRESSION x 1” MIP B11-444W-NL B-20200N61" BALL CURB FIP x FIP N/AN/A71" BRASS UNION N/AN/A1” BRASS NIPPLE8 N/A N/A1” 90‘ BRASS STREET ELL9 N/A N/AKUPFERLE ECLIPSE #88-SS10 NOTES: 1. ALL PIPE AND FITTINGS TO BE ASSEMBLED W/ TEFLON AND PIPE DOPE UNLESS OTHERWISE NOTED. 2. SERVICE LINES SHALL BE INSTALLED PERPENDICULAR TO THE WATER MAIN. 3. THE SERVICE LINE SHALL BE INSTALLED TO ALLOW FOR THE FAR SIDE OF THE SAMPLE STATION TO BE INSTALLED IN THE ROW OR EASEMENT LINE, UNLESS OTHERWISE DIRECTED BY THE CITY. ©-* &(PAINTED GREEN) ROADWAY 18”x18”x4” CONC. PAD CENTERED AROUND BASE SIDEWALKr FINISH GRADE 12 7//W/Vf_ V rr Cl VALVE BOX PER STANDARD DETAIL W-18 — :; 5 r "> is y 3 $ 2 3 > b 3 3 3 3 i; 5 t :•:•> g 0 >•: 4 7 o ::>:> 1 APPROVED BY CITY ENGINEER:DATE:WATER SAMPLING STATIONING DETAIL I CITY OF. ; ■AUBURN /7/2t'WAS'HiNfitON^2* ~7 STANDARD DETAIL:t PUBLIC WORKS W-05.2EPARTMENT42 MIN. COVER SHUTOFF VALVE INSTALL TEE AFTER UNION DOMESTIC WATER SERVICE METER DOMESTIC WATERLINE TO LANDSCAPE IRRIGATIONl 1 1 TO WATER MAIN BACKFLOW PREVENTION ASSEMBLY PROPERTY OWNER TO INSTALL AND MAINTAIN VALVE AFTER ”TEE”— c±>ROW, OR EASEMENT LINE PLAN NTS NOTES: 1. BACKFLOW ASSEMBLY SHALL BE PER DESIGN STANDARDS. 2. THIS DETAIL IS APPLICABLE TO SINGLE FAMILY RESIDENCE ONLY. DATE: 01/05/2021 APPROVED^ CljytNGJNEER:3/4” TO 2” IRRIGATION FROM DOMESTIC SERVICE LINE (SINGLE FAMILY) I'trrtor —Auburn'ar. 'VASHtNSTrK W-06.3PUBLIC WORKS DEPARTMENT STANDARD DETAIL:Plotted by: Craig Dobyns on 12/30/2020 File location: M:\Construction Standard Details\Current Working DWG\Water\STDETL-W-06„3 <p2’±5 1/4” M.V.O. HYDRANTMIN.0 (/_____i~i «-iC3SEE NOTE 3LANDSCAPE STRIP 5’ WIDEmlTYPE 2BB RPM HYDRANT MARKER REFLECTOREDGE OF SIDEWALKMIN.2”—4” PERMANUFACTURER’SSPECIFICATIONSTRAFFIC CURB & GUTTERFINISHPAVEMENTooti 'I1 't CL ■!■ ■> $u■ !>■>■•Av//////////77////^ACDCl VALVE BOX PER STANDARD DETAIL W-184’ MIN.4’X4’X6” THICK CONC. SLAB CENTERED ON HYDRANT (AWWA C 600-77)3Q.7’ FOR 5’ SIDEWALK, & 6.25’ FOR 7’ SIDEWALK6” RESILIENT WEDGE GATE VALVE----------iFLANGED JOINT£ 310 MIL. PLASTIC SHEETING OVER GRAVELCONCRETE THRUST BLOCKMECHANICALJOINTSHYDRANT------EXTENSION IF REQUIRED\/\Y411X/YiiVX*■>; m1 1/2”WASHEDGRAVELYTaJJit■>X-!sX6.HYDRANT TEE IS FLxMJxMJ UNLESS INSTALLING ANOTHER FITTING (OR AS DIRECTED BY ENGINEER)\</6” DIP, 8” IF DISTANCE BETWEEN HYDRANT AND WATER MAIN IS GREATER THAN 50’12”X12”X4” CONC. BLOCK2-3/4” STEEL SHACKLE RODS, SEE NOTE 4------NOTES:1. HYDRANT SHALL BE LOCATED WITHIN THE LANDSCAPE STRIP. WHERE LANDSCAPE STRIP IS NOT PRESENT OR IS LESS THAN 5’ WIDE, HYDRANT AND PAD SHALL BE PLACED BEHIND THE SIDEWALK IN R.O.W. OR EASEMENT.2. WHERE NO CURB & GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET CENTER LINE) AS INDICATED ON THE DRAWINGS.3. HYDRANTS SHALL HAVE 2-2 1/2” NATIONAL STANDARD THREAD (NST) HOSE PORTS & 1-4 1/2” NST WITH 5” STORZ ADAPTER AND CAP.4. MEGA-LUGS OR PUSH-ON JOINT RESTRAINTS MAY BE USED IN PLACE OF SHACKLE RODS WITH PRIOR ENGINEER APPROVAL5. ENSURE 5’ MINIMUM CLEARANCE TO OBSTACLES FROM CENTERLINE OF HYDRANT.6. REMOVE CHAINS.Plotted by: Craig Dobyns on 2/15/2018 File location: M:\Constraction Standard Details\Current Working DWG\Water\STDETL-W-07.2APPROVED J CITY ENGINEER: DATE:5 1/4” M.V.O. HYDRANT SETTING DETAILJO aid"WASHINGTON lN3lNdO~GAjqyA_LJCO LIC WORKS DEPT.STANDARD DETAIL:W-07.2 4 . i13 1 109Oi FIRE SPRINKLER LINE TO BUILDING S>.12 7O.C£ I I f: i13 3 !11 A,>\ /\a >-LiI,\7 2 : I1413 DOMESTIC SERVICE LINE TO BUILDING5 8CONSTRUCTION NOTES:6 i ©2” POLYETHYLENE SERVICE PIPE. PUBLIC PRIVATE©2” SADDLE. 2” CORPORATION STOP. ©CURB VALVE WITH COUPLINGS AND LOCK WING EARS, ENCASED VERTICALLY BY 3” DIA. SCH. 40 PVC PIPE, NOTCHED AT BOTTOM TO FIT OVER COUPLINGS. FIRE LINE PVC PIPE SHALL BE PAINTED RED TO IDENTIFY AS A FIRE LINE. METER YOLK WITH SPACER PIPE W/ HOLE IN SPACER. DO NOT INSTALL GASKETS. 17”x30” METER BOX. ADAPTER COUPLING, TEMPORARILY CAP IF PRIVATE SIDE CONNECTION IS NOT READY. SHUT OFF VALVE ON DOMESTIC LINE (CUSTOMER TO INSTALL AND MAINTAIN). 2”x2”xl” TEE, WHERE *” IS METER SIZE IN INCHES (1” MINIMUM) FOR DOMESTIC LINE. BACKFLOW PREVENTION ASSEMBLY ON FIRE SPRINKLER LINE (CUSTOMER TO INSTALL AND MAINTAIN). #10 INSULATED COPPER TRACER WIRE. 2" ADAPTER (MIPxCOMP) 1” BRASS NIPPLE, LENGTH AS NEEDED. *” BRASS ELBOW © © ©7 8 ©3-) : V > 3 7< ©5 12> 133 3 'j 14 ■> NOTES:3 THIS DETAIL IS APPLICABLE TO SINGLE FAMILY RESIDENCES ONLY.1.3 CONNECTION TO CITY WATER MAIN PER CITY OF AUBURN REQUIREMENTS.2. >BACKFLOW PREVENTION ASSEMBLY SHALL BE PER DESIGN STANDARDS.3. PLANS FOR SEPARATE FIRE SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. 4.3 5*•! 4 NO DETAIL IS REQUIRED FOR FLOW-THROUGH FIRE SPRINKLER SYSTEMS.5. SEE STANDARD DETAIL W-15 FOR MATERIAL SCHEDULE.6.> 3 DATE:APPROVED BY CITY ENGINEER:3 2” FIRE SPRINKLER LINES WITH 3/4” to 2” DOMESTIC SERVICE LINE iCiWflr © .AUBURN5 PUBLIC WORK^ DEPARTMENT ^ 31 WAiiilfjfi’rdfJ 3 STANDARD DETAIL:W-09.3 METER METER LENGTH FLG. TO FLG. MIN. MIN.OLDCASTLE VAULT MODEL GRANITE VAULT MODEL MIN.BYPASSMAIN LINESIZE LENGTH WIDTH HEIGHT ** ** 3” D.I.P. 3” D.I.P.8’-4”4-4"6’—2”4484-LA 4x8 MV3'17' 4” D.I.P. 4” D.I.P. 8’—4'4’-4”6’—2'4484-LA 4x8 MV20'4’ 6” D.I.P.6” D.I.P.10’—6”5-0' 6-2'5106-LA 5x10 MV6'24' 30 1/8’8” D.I.P.8” D.I.P.12’—0”6’—0’6’—5'612-LA 6x12 MV8’ 41 7/8’10” D.I.P. 10” D.I.P.14’—O'8’-0’ 6’—5’814-LA 8x14 MV10’ CM ^OR APPROVED EQUAL** 6”2 13 MIN. 13 o I!33OUTLET INLET 9 113 6” MIN..mi-rpn PLAN 126 6” MIN.NTS 9ro CD /TH]I I b \ *\O£\Q CMcn7 '■iO5 1uIt 44o/✓ os "2oT3 C D INLETOUTLETV) co 8o 5 CM coo mm c .1 io v~V=8 ,0 sos X~Y)oi ’Or a at a Sl iYDl©f o CM O A JCM >4<So z 13ICMELEVATIONc 10o COci NTS Page 1 of 2oa DATE: 01/05/2021 APPROVED^ CljytNGJNEER:3” OR LARGER WATER METER INSTALLATION i'STYOf-Auburno 1 ’VASHlKjTCKs W-16.3PUBLIC WORKS DEPARTMENT STANDARD DETAIL:o Q. BILL OF MATERIALSQUANTITYPART NO. DESCRIPTIONMETER PROVIDED BY CITY FOR CONTRACTOR INSTALLATION:SENSUS OMNI C2 COMPOUND METER OR APPROVED EQUAL FLANGED WITH BUILT-IN STRAINER AND ENCODERS COMPATIBLE WITH CURRENT SENSUS AMR/AMI SYSTEMO1©1LOCK WITH CHAINS©3 AWWA C-509 OR C-515 GATE VALVE COMPLETE WITH HAND WHEEL©FIRST JOINT OUTSIDE VAULT REQUIRES FIELD LOK GASKET OR OTHER FORM OF JOINT RESTRAINT2PRECAST CONCRETE VAULT COMPLETE WITH COLLAR, C555 WHITE INTERIOR PAINT©1©36”x72” ALUMINUM HATCH H20-44 CLASS B, STATIC LOADING WITH HOLD OPEN ARM1APPROVED SAFETY LADDER W/ TELESCOPING SAFETY POST (IF VAULT IS OVER 30’O.S.H.A.DEEP). BOLT LADDER TO VAULT FLOOR AND TO VAULT WALL©1©2GALVANIZED STEEL ADJUSTABLE PIPE SUPPORT©2 MEGALUG OR ROMAGRIP SEALED IN CONCRETE FILLING KNOCKOUTSUMP DRAIN, CONNECT TO CITY STORM SYSTEM, IF GRAVITY DRAIN IS NOT FEASIBLE, A SUMP PUMP WITH CHECK VALVE ON DISCHARGE LINE IS REQUIRED1SPOOL, MINIMUM LENGTH 2’-0”, ONE END OF SPOOL TO BE INSTALLED WITH A UNI-FLANGE W/ RESTRAINT LUGS.©12” AMR PORT15/8” MINUS CRUSHED ROCK FOUNDATION WITH COMPACTED DEPTH OF 12” MINIMUMAS REQ’DSTANDARD FABRICATION & FINISHING SPECIFICATIONALL STEEL PIPE SHALL BE SANDBLASTED, EPOXY LINED AND COATED TO AWWA C-120 AND NSF-61 SPECIFICATIONS. FINISH COATING SHALL BE BLUE ENAMEL.1.2. GATE VALVE ON THE BYPASS SHALL BE NORMALLY CLOSED AND LOCKED WITH THE GATE VALVE ON THE MAIN LINE AS SHOWN AND KEYS GIVEN TO THE CITY.3. DUCTILE IRON PIPE SHALL BE ACCORDING TO 9-30.1(1) OF THE STANDARD SPECIFICATIONS.Plotted by: Craig Dobyns on 12/10/2020 File location: M:\Construction Standard Details\Current Working DWG\Water\STDETL-W-16a.4Page 2 of 2 DATE: 01/05/2021 APPROVED^ CljytNGJNEER:3” OR LARGER WATER METER INSTALLATION NungnvSTANDARD DETAIL: W-16a.4PUBLIC WORKS DEPARTMENT WApR Cl VALVE BOX DROP COVER, PER STD. DETAIL W-18 E5 p 18” Cl VALVE BOX TOP, PER STD. DETAIL W-18 NOTE: IF DEPTH OF NUT IS GREATER THAN 7 FEET, CONTRACTOR TO PROVIDE NUT EXTENSION 5” DIA. C.l. SOIL PIPE (OR APPROVED EQUAL) LENGTH AS NEEDED, PER STD. DETAIL W-19 / C.l. VALVE BOX BOTTOM (OR APPROVED EQUAL) LENGTH AS NEEDED, PER STD. DETAIL W-19 i£b * ■ EI \ ->% 2” SQUARE OPERATING NUT s fc~a \W V ViE Eo eCL I TT1 TT I TP TT I ti fl-H iIJji OJ1 fl'20Vc Ato co {4-- = ^-)C 5 T ae c j \f-------u::::]E <0 o to ::o (i£ o Q E APPROVED BY CITY ENGINEER:DATE:, CITY OF -1 VALVE WRENCH EXTENSION BOX ENVELOPMENT & PUBLIC WASHINGTONS I NITYCO WORKS DEPT.STANDARD DETAIL:W-17.1 ALIGN LID EARS WITH DIRECTION OF MAINi %i I"""- -r-:- f / ro CDw, TOP VIEW TOP VIEW 8)6' > 6% % •' 6%11 ^2 >> 3+ CO N \l BOTTOM VIEW > 3 I COCO J S'roro3a II ■00 rmVCOc i r-O A 2s CO 9y4"' DIA. 4% cn»;i y 65/q" DIA.ij 5% M 3 e%>>3 Ji 5 6/Ejn !> VALVE BOX DROP COVER^6:• i NOT TO SCALE !> 3 18” CAST IRON VALVE■i : BOX TOP & COVER‘3 5 NOT TO SCALEo 3; /i , DATE; public works /Department NEER:APPROVED BY CITYa C.l. VALVE box top & VALVE BOX COVER • city of. ....__AUBURN) C*j WASHINGTON !■ W-18.3STANDARD DETAIL:3 5 3/8 0 5 3/16” 0 1/2” 0 V B 9 0H P# S oo4ESAG 6 13/16” 0HT M oo 6 1/8” 0A N 0 CM CO 5 5/16” 0&to 5 3/8” 0D A 5 3/8” 0T5 5/16” 0 roE ft1 LETTERS (TYP.) 6 1/8” 0 CO in B H P# Sco6 13/16” 0 9 E0A GSINGLE HUB 5” C.l. SOIL PIPE 4 T MDVALVE BOX EXTENSION AH NOT TO SCALE N 0 5 5/8” 0 &5 1/8” 0 D DOUBLE HUB 5” C.l. SOIL PIPE VALVE BOX EXTENSION A T ENOT TO SCALE CM 7 1/2” 0 13/16” 0 8 3/4” 0 C.l. VALVE BOX BOTTOM NOT TO SCALE O) 9 EI ’ o L' c;->*-o C Q 1 o. a £ X) o X3C5 CO c0 15 c <5 - co © C CO oCM K) s.N o:<> 0a e APPROVED BY CITY ENGINEER: DATE:5 C.l. SOIL PIPE VALVE BOX EXTENSION K/W&ljh & C.l. VALVE BOX BOTTOM o L. §I c VELOPMENT & PUBLIC WORKS DEPT.STANDARD DETAIL:W-19.1&17u91/1 —HH(ALSO AVAILABLE IN 30”,36”, AND 42”) IM i BACKFLOW PREVENTION ASSEMBLY CL O>-IRRIGATION METER----- oc CM AM IRRIGATION LINE *BACKFLOW PREVENTION ASSEMBLY GATE VALVE OR CORP STOP DEPENDING ON METER SIZE FIRE SPRINKLER LINE TO EACH BUILDING SHALL HAVE BACKFLOW PREVENTION ASSEMBLY INSIDE BUILDING NOTES: CONNECTION TO CITY WATER MAIN PER CITY OF AUBURN REQUIREMENTS.1. 2. BACKFLOW ASSEMBLY IS REQUIRED ON FIRE SPRINKLER, DOMESTIC, & IRRIGATION LINES. TYPE OF ASSEMBLY SHALL BE PER DESIGN STANDARDS. 3. PLANS FOR SEPARATE FIRE SPRINKLER LINE MUST BE SUBMITTED & APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION, AND SHALL BE DESIGNED BY A FIRE PROTECTION ENGINEER. * FOR METERS 2” OR LESS USE CORP STOP & FOR METERS LARGER THAN 2” USE GATE VALVE WITH 2” STANDARD OPERATING NUT & COA VALVE BOX TO SURFACE. DATE: 01/05/2021 APPROVED B>^ITY ;INEER:NON-SINGLE FAMILY SERVICE LINESAuburn PUBLIC WORKS DEPXRTMENT WASHINGTON W-20.3STANDARD DETAIL: OPUBLIC PRIVATE DOMESTIC WATER METER SIZE OF SERVICE TO MATCH METER SIZE- DOMESTIC WATER LINE CITY WATER MAINPlotted by: Craig Dobyns on 12/30/2020 File location: M:\Construction Standard DetailsXCurrent Working DWG\Water\STDETL—W—20.3 Dobyns on 7/13/2016 Flic location: M:\Construction Standard D«tails\Approved Drawing Files (dwg)\Watcr\STDETL—W—21.15 1/4” M.V.O. HYDRANTREDUCED PRESSURE BACK FLOW ASSEMBLY FROM STATE APPROVEDrGATE VALVEHYDRANT f ADAPTER 2 1/2”x2LISTWATER METER€r=Ly\INCREASER 2 1 /2”x2”6’ HOSE\I I\\/ma\ \ y-w J k\\. [2 1/2” NTS HOSE PORTCOUPLING WITH PLUGWOOD BLOCKS, ADJUST ASSEMBLY IN THE HORIZONTAL POSITION (BY OTHERS)x<SANDBAG-----(BY OTHERS)oo00CM■■■■■■■■■. 0i>DATE:e APPROVED-.BY CITY ENGINEER:TEMP. COMBINATION HYDRANT METER/ REDUCED PRESSURE BACKFLOW ASSY. CITY OF mmxELOPMENT & PUBLIC WORKS DEPT.'M. rWASHINGTON aSTANDARD DETAIL:W-21.1ITYCOM FROM WATER /InrtfiSi METER OR MAIN PROPERTY OWNER TO ■ INSTALL AND MAINTAIN VALVE AT THE POINT OF CONNECTION PRIVATE INSULATED PROTECTIVE ENCLOSURE 6” MIN. TYP. TO DOMESTIC OR INDUSTRIAL USE3£► 13 PLAN MIN.NTS 1. INSULATED PROTECTIVE ENCLOSURE MUST COMPLY WITH THE AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) 1060 OUTDOOR ENCLOSURES FOR BACKFLOW PREVENTION ASSEMBLIES. IT SHALL BE LOCKABLE WITH A KEY LOCK OR PADLOCK AND SHALL ALLOW FOR MINIMUM CLEARANCES AND PROVIDE ADEQUATE DRAINAGE. 2. RPBA SHALL BE INSTALLED ADJACENT TO THE METER AND HAVE NO BRANCH CONNECTION BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL RPBA HORIZONTALLY. 3. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED ”BAT” AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER’S EXPENSE. 4.BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 5. A MINIMUM OF TWO SUPPORTS MUST FIRMLY ANCHOR THE ASSEMBLY. :ITY ENGlXitER:APPROVED DATE:.CITY OF JL (5^t REDUCED PRESSURE BACKFLOW ASSY. (OUTSIDE INSTALLATION)WASHINGTON PUBLIC/WORKS "DEPARTMENT STANDARD DETAIL:W-22.2 INSULATED PROTECTIVE ENCLOSURE 3” MIN. WHEN VALVE IS FULLY OPEN- 3 MIN. DOH APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY3” MIN. WHEN VALVE IS FULLY OPEN- CM 3” MIN. TYP.m 6” MIN. INSTALL UNIONS TYP. FOR 2” AND SMALLER ASSEMBLIES TYP. SECTION P DRAIN, TYP. BOTH ENDSNTS r i vr!12 %MIN.3iCONC. SU\B -oo PVC SLEEVE #3 E ELEVATION NOTES:NTS I t>PROPERTY OR EASEMENT LINEoi-meuCOVERion Standard Detaiis\Curreni: Working DWG\Woter\5TDETL-W—22.2Plotted by: Craig Dobyns on 12/31/2G18 File location: M:\Constru< PRIVATEPUBLI 4 *PROPERTY OR- EASEMENT LINE TO DOMESTIC ORFROM WATER INDUSTRIAL USEMETER OR MAIN COPROPERTY OWNER TO INSTALL AND MAINTAIN VALVE AT THE POINT OF CONNECTION <4 .~r —.— PLAN NTS r 3” MIN. FROM ANY OBSTRUCTION WHEN VALVE IS FULLY OPEN BUILDING WALL, TYP. DOH APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY BUILDING WALL, TYP. 4 CM 4 . 4 3” MIN. FROM ANY OBSTRUCTION WHEN VALVE IS FULLY OPEN A. 6” MIN. 6” MIN.4TYP.TYP.«■ T 4.d **INSTALL UNIONS TYP. FOR 2” AND SMALLER ASSEMBLIES CONCRETE SLAB (BUILDING FLOOR) CONCRETE SLAB (BUILDING FLOOR)* *SECTION ' 4 4 NTS •a,A •:--* ' 12 MIN.oo U1LBCE PROPERTY OR EASEMENT LINE ELEVATION NTSNOTES: RPBA INSTALLED INSIDE BUILDING SHALL HAVE NO BRANCH CONNECTIONS BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL RPBA HORIZONTALLY. 1. 2. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED ”BAT” AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER’S EXPENSE. 3. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 4. A MINIMUM OF TWO SUPPORTS MUST FIRMLY ANCHOR THE ASSEMBLY. 5. ADEQUATE DRAINAGE MUST BE PROVIDED. K>CN I5 I i 0) ■s p5o o* o5 e o m O ©o ■p oT3co V) co o 2 coo co =§8 .© iZ O CN OM O CN co c >s oo DATE: 01/05/2021 APPROVED^ CIJjytNGJNEER:REDUCED PRESSURE BACKFLOW ASSY. (INSIDE INSTALLATION)'ar.1-wumvfTQyTJ PUBLIC WORKS DEPARTMENT W-23.3STANDARD DETAIL:COVER PUBLIC PRIVATE 01 PROTECTIVE ENCLOSURE MUST PROVIDE SPECIFIED CLEARANCES, SEE NOTE 5 o >- |i- 01 , Ld UJ | ^ CL Ld O CO vvvvvvvvvvvv 7VVVVVVVVVVVS ''■-“-HJZV V V V CL < CL Ld FROM WATER METER METER OR MAIN TO DOMESTIC►OR INDUSTRIAL USE PROPERTY OWNER TO INSTALL AND MAINTAIN VALVE AT THE POINT OF CONNECTION PLAN i NTS PER NOTE 5 i 4'4: MIN.MIN. UNIONi \ i I UNIONCDbm 4 6” MINIMUM PEA GRAVEL MIN. ELEVATION NTS 1. BACKFLOW ASSEMBLY MUST HAVE ADEQUATE SPACE CONSIDERATIONS FOR PROPER TESTING AND MAINTENANCE. A MINIMUM OF 12” CLEARANCE FROM ANY OBSTRUCTIONS ON THE TEST SIDE. A MINIMUM OF 6” CLEARANCE BELOW ASSEMBLY AND A MINIMUM OF 6” OF PEA GRAVEL IN THE BOTTOM OF THE BOX. THE MINIMUM CLEARANCE FROM THE TOP OF THE PEA GRAVEL TO THE BOTTOM OF THE ASSEMBLY IS 6”. 2. DCVA MUST BE INSTALLED WITH TEST COCKS FACING UP. TEST COCKS MUST BE PLUGGED WITH BRASS OR PLASTIC PLUGS. INSTALL DCVA HORIZONTALLY. 3. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED ”BAT” AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER’S EXPENSE. 4. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 5. MINIMUM CLEARANCE AT ABOVE ASSEMBLY SHALL BE: 9” (FOR 3/4” METER), 12" (FOR 1 METER), AND 14” (FOR 1 1/2” & 2” METER). § APPROVED BY^ITY ENGI :R: DATE:DOUBLE CHECK VALVE ASSEMBLY (OUTSIDE INSTALLATION) .CITY OF /JQ tv \ i PUBLIC ZWORKS ‘DEPARTMENT WASHINGTON STANDARD DETAIL:W-24.2iCOVER18” MIN.inFnojcation: M:\ConstrucUon Standard DetaIls\Current Working DWG\Wcter\STDETL-W—24.2Dcbyns on 12/31/2018 Hi L\ UNIONUNION FLOOR 'A 6” MIN. ELEVATION NTS NOTES: BACKFLOW ASSEMBLY MUST HAVE ADEQUATE SPACE CONSIDERATIONS FOR PROPER TESTING AND MAINTENANCE. A MINIMUM OF 6” SIDE CLEARANCE BETWEEN DCVA AND WALL OR ANY OBSTRUCTIONS AND A MINIMUM OF 6” CLEARANCE BELOW ASSEMBLY SHALL BE PROVIDED. 1. 2.DCVA MUST BE INSTALLED WITH TEST COCKS FACING UP. TEST COCKS MUST BE PLUGGED WITH BRASS OR PLASTIC PLUGS. 3.DCVA INSTALLED INSIDE BUILDING SHALL HAVE NO BRANCH CONNECTIONS BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL DCVA HORIZONTALLY. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED "BAT" AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER’S EXPENSE. 4. 5.BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. TWO SUPPORTS, EITHER WALL OR FLOOR, ONE ON EACH SIDE OF THE ASSEMBLY, MUST FIRMLY ANCHOR THE ASSEMBLY. 6. APPROVED B Y ENGINEER:DATE:DOUBLE CHECK VALVE ASSEMBLY (INSIDE INSTALLATION) ,CITY ofm -c* v/~7 public Works Apartment WASHINGTON STANDARD DETAIL:W-25.2 <A A 6” MIN.WALL FROM WATER METER OR MAIN TO DOMESTIC OR-- INDUSTRIAL USE WALL •d- 6” MIN. PLAN NTS : A •WALLCDCDWALLA'iV'orking DWG\Woter\STDETL-W-25.2\Construction Standard Detaiis\CurrentPlotted by: Craig Dobyns on 12/31/2013 FIlocation: