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o Q SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
<br /> W Z Co
<br /> -£ U) N
<br /> ' N O
<br /> L� �
<br /> N GI O
<br /> D_ G - NOTES NOTES
<br /> LCL N 1. STABILIZEDCONSTRUCIION ENTRANCE SHALL 5"MAX 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE
<br /> C O MEETTHEREQU IREMENTS OF WSDOT STANDARD ENDOFTHEPROIECT.
<br /> >4 N SPECIFICATION SECTION 8-01.3(7). DRAINAGE GRATE TRIM
<br /> W N N 2. CA H BASIN INSERTS ARE ONLY TO BE
<br /> INSTALLED IN
<br /> DRAINAGE DEVICES PER THE MANUFACTURES'S
<br /> 0 7 RECOMMENDATIONS.CATCH BASIN INLET INSERTS
<br /> GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS.
<br /> U N BELOW INLET GRATE
<br /> SEDIMENT
<br /> DEVICE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO
<br /> AND DEBRIS CLEARING AND GRADING ACTIVITY,OR UPON
<br /> W o PLACEMENT OF A NEW CATCH BASIN.
<br /> INSTALL DRIVEWAY CULVERT
<br /> "."'%k. FILTERED WATER 151t Tm
<br /> W: PRESENT ISAROADSIDE DITCH 4. WHENSEDIMENTSHALES REMOVED FROM THE UNIT
<br /> w` PRESENT WHEN IT BECOMES ONE THIRD FULL DR IN
<br /> 25 ACCORDANCE WITH THE MANUFACTURES' Ankrom T.
<br /> INSTRUCTIONS.
<br /> 25, 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY
<br /> REMOVING THE INLET INSERTS,EMPTYING,AND 38 NORTHWEST DAVIS,SUITE 300
<br /> EX\SPNG ROAD RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT PORTLAND,OR 97209
<br /> 30'MIN TYPICAL WASH SEDIMENT INTO STORM DRAINS WHILE
<br /> CLEANING. 503.245.7100
<br /> 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE 1505 STH AVE,SUITE 300
<br /> STORM WATER STRUCTURE IT WILL SERVICE.
<br /> __ SEATTLE,WA 98101
<br /> 7. THEBIGDSHALLHAVE ABUILT-IN HIGH41-OW RELIEF 206.576.1600
<br /> PERMEABLE BALLAST TYPICAL SEE SECTION VIEW SYSTEM(OVERFLOW BYPASS).
<br /> STANDARD SPECIFICATION 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF 1014 HOWARD STREET
<br /> \ \\ SECTION 9-03.9(2) THE BIGD WITHOUT SPILLING THE COLLECTED SAN FRANCISCO,CA 94103
<br /> MATERIAL. 415.252.7063
<br /> 1'MIN \
<br /> LENGTH RAS EDUC TO SU'MIN,EXCEPT DEPTH 9. PERFORM MAINTENANCE IN ACCORDANCE EWITH ©ANKROM MOISAN ARCHITECTS,INC.
<br /> MAY BE REDUCEDTO ONE
<br /> FOR TYPICAL RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15).
<br /> SITES WITH LE THAN ONE ACRE TYPICAL
<br /> OF EXPOSED SOIL OR APPROVED BY INSPECTOR
<br /> DRAINAGE GRATE
<br /> S PLACE CONSTRUCTION GEOTEXTILE FOR SOIL
<br /> STABI UZATION FROM TH E EDGE OF THE EXISTING PROVI DE FU LL WIDTH OF
<br /> q ROADWAY TO THE CONSTRUCTION ENTRANCE, INGRESS/EGRESS AREA 3
<br /> OR AS DIRECTED BY THE ENGINEER 15'MIN
<br /> 's 's
<br /> ISOMETRIC VIEW BELOW INLET GRATE WSDOTSTD PLAN I-00.20-DOACCEPTABLESUBSTITUTE IF
<br /> WSDOT STD PLAN I-80.10-02 ACCEPTABLE SUBSTITUTE DEVICE OVERFLOW BYPASS MAINTENANCE MEETS NOTES 1-5
<br /> CONSTRUCTION ENTRANCE ° TYPICAL
<br /> CITY OF EVERETT CITY OF EVERETT
<br /> nPUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT C MPASS
<br /> :� x`S:Fw�'wrUx iiui�'in,x[u, "•"T:» 04/03/201] a : x,"..'. ,x.`o.cLw,xE�M 12/30/2016
<br /> 9
<br /> � �^xCONSTRUCTION ACCESS 201W z�R ISOMETRIC VIEW µ STORM
<br /> DRAT ON INLET w 210W
<br /> Health
<br /> NOTES NOTES LET U S
<br /> ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD
<br /> ASSURES FABRIC IS FIRMLY SPECIFICATIONS B-01.3(9)A 1. INSTALLTHE ENDS OFTHE SILT FENCE TO POINT 1. ALL NEW ALLEYS SHALL HAVE A MINIMUM WIDTH
<br /> HELD BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM OF 24'.EXISTING ALLEY RIGHTS-OF-WAY MAY VARY
<br /> SUPPORT IN A WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. FROM IT TO 24'.
<br /> REDUCES THE POTENTIAL
<br /> FOR FABRIC TEARING 2. PERFORM MAINTENANCE IN ACCORDANCE WITH 2. DRAINAGETOBECOLLECFEDATLOWENDOF development partners
<br /> FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A IMPROVED SECTION WITH CATCH BASIN
<br /> POST EVERY 6"IN O.C. AND 8-01.3(15). CONNECTED TO STORM DRAINAGE SYSTEM.
<br /> BACKUP SUPPORT r' 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS 3. COMPACTION TESTS ON SUBGRADE AND TOP OF
<br /> _ ORS IMP LOCATIONS.IF SPLICES ARE LOCATED IN ROCK WILL BE REQUIRED.THE NUMBER OF TESTS
<br /> LOW OR SUMP AREAS,THE FENCE MAY NEED TO SHALL BE AT THE DISCRETION OF THE CITY
<br /> BACKFILLED& SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. ENGINEER.ALL TESTING SHALL BE THROUGH
<br /> COMPACTED 6/6(MIN GRADE) LICENSED TESTING LABORATORY.THE MINIMUM
<br /> NATIVE SOIL GEOTEXTILE �� 4. INSTALL SILT FENCING PARALLEL TO MAPPED COMPACTION SHALL BE 95%OF MAXIMUM
<br /> 120#MIN TENSILE STRENGTH, CONTOUR LINES. DENSITY FOR BOTH SUBGRADE AND TOP OF ROCK.
<br /> FLOW
<br /> UV STABILIZED
<br /> RAJ 24'(SEE NOTE 1) R/W
<br /> S. DURINGTHE GROUND
<br /> UNDA AROUND
<br /> MINIMIZE AS
<br /> DISTURBING 4, ADJUSMONUMENT
<br /> OF CASES,VA BASIN UDI ORBOXES,ETC
<br /> GRATES,
<br /> THE GROU NDAROUNDTRENCHE MUCHASIS MONUMENT CASES,VALVEBOXES,ETC SHALL BE
<br /> FEASIBLE,AND SMOOTH SURFACE FOLLOWING THE RESPONSIBILITY THE CONTRACTOR OR
<br /> EXCAVATION TO AVOID CONCENTRATING FLOWS. DEVELOPER AS REQUIRED.
<br /> a\ CO FACTION MUST BE ADEQUATE TO PREVENT
<br /> BU RV GEOTIX UNDERTILE UNDERCUTTTrING FLOWS.
<br /> N TRENCH
<br /> ° T BACKUPS PPORT
<br /> GEOTEXTILE FOR SILT FENCE 0 STEEL POST ,, vf ITYPICAL) 2% 2%
<br /> SEE STANDARD SPECIFICATION � T
<br /> SECTION 9-33.2(1),TABLE6 Pf (TYPICAL) r] III III III III-F-�i_I��
<br /> -II III 1 -II
<br /> I II- NMI
<br /> -
<br /> IIL
<br /> iry�Ei o i V �i .� IIIII III IIp.
<br /> TYPICAL INSTALLATION DETAIL c°°ill - II
<br /> C< FABRIC III- -III II-
<br /> "I 11 (GEOTEXTILE) Kr�
<br /> (TYPICAL) GRAVEL BORROW OR SUITABLE
<br /> BASE AS APPROVED BY CITY
<br /> -1/2"HMA CL I/2",PG 6422
<br /> INSTALLBACKUP SUPPORT FOR / ,' ENGINEER RESI DENTIAL AREAS:2
<br /> THE GEOTEXTILE SEE STANDARD / Xt/�I�v�� (COMPACTED DEPTH)
<br /> SPECIFICATION SECTION 8.01.3(9)A i 4+ 4"CRUSHED SURFACING BASE NON-RESIDENTIAL AREAS:3"HMA CL 1/2",PG 64-22
<br /> "I��(�', } � COURSE(COMPACTED DEPTH))
<br /> \v 01 C`NG fv(( III g (COMPARED)
<br /> SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER
<br /> YN E TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE
<br /> S.0 SEC
<br /> QQ,O FENCE AT THE OVERLAP.
<br /> SPLICE DETAIL s 0
<br /> �/ WSDOT STELPO IREQU-02 ACCEPTABLE SUBSTITUTE 3 O
<br /> TYPICAL SILT FENCE
<br /> �� EXCEPT STEEL POST REQUIRED
<br /> � W WITH BACKUP SUPPORT
<br /> 9 e p 00
<br /> ISOMETRIC CITY OF EVERETT N
<br /> FIYP!C�"
<br /> ERETT PDEPARTMENTS uJ a
<br /> PUBLIC WORKS DEPARTMENT HINGTON
<br /> sa y0 /� sss:�rvuine"iwimx"wLwux[,m °'"E:x 03/1]/201] es 000 `iiu�wnxsin ° 01�10�2022 TEMPORARY SILT FENCE ROADWAY ALLEY d F
<br /> z �214W SECTION 305 Y ¢
<br /> U w
<br /> O w x
<br /> J
<br /> NOTES OICKOELNEDEDGE NOTES m Q Q
<br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND 3/8"FULL DEPTH EXPAN510 C AND SIDEWALK 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND W
<br /> SECURELYSTAKED. 8"FULL DEPTH EXPANSION JOINT30'MAX INTERV HMA 6" SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT Q Q =
<br /> 1 30'MAX INTERVAL MATCH STANDARD SPECS,WITH AIR ENTRAINMENT(MIN 4.5 �j
<br /> 2. DU MMYJOINTS SHALL BE PLACED ON IS-FOOT CURB LDEPTH JOINTS V-GR ECONTROL CONC 1"R 2%M %,MAX 6.5%). �j Q /n
<br /> CENTERS.DUMMYJOINTS SHALL BE 3/8"X1-1/2". 1/LS DEEPS' PAVEME O to
<br /> 3/8"HALF DEPTH INTERVALS BETWEEN FULL 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL m a.
<br /> 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH ANSION JOINT AND HALF DEPTH EXPANSION 1 .iiL3: iitC GENERALLY BE PLACED TO MATCH THOSE IN a
<br /> 15' RVALS JOINTS TYP .'D+ 1 .\ ADJACENT CURB&GUTTER(WITHOUT PLANTER
<br /> STREETS,INLETS AND DRIVEWAY
<br /> RIVE A R TURNS. YON BETWE LL DEPTH 4"CRUSHED �t4•• '� STRIP).MAXIMUM SPACING OF 30 FEET,FINAL O N
<br /> STREETS,ALLEY ANDSHALL BAY RETURNS. 'w-^ 3/8"HALF JOINT
<br /> SURFACING i SPACING DETERMINATION SHALL BE DECIDED BYTHE CC N Q
<br /> MAXIMUMSFILLER HALL SHALL WIDE AND
<br /> �o"�. � EXPANSION JOINT BASE COURSE, :;�;y+`-- INSPECTOR IN THE FIELD. m M U
<br /> 6.5" JOINT FILLERSHALL 8E 3/8"WIDE AND CONFORM TO �.�u� 15'INTERIVALS COMPACTED ..._g"
<br /> AASHTO DESIGN M213. BETWEEN FULL T0 SS.
<br /> MAX 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN
<br /> 5.5" qs, DEPTH DENSITY 95%OF MAXIMUM DENSITY.
<br /> 4. ALL JOINTS SHALL BE CLEAN AND EDGED. V-GROOVE CONTROL MONOLI IC CURB
<br /> 1/2"RADIUS I"RADIUS JOINT 1/4"DEEP 6" 4 (STANDARD DRAWINGEAT LEAST 6"THICK IN E308).S
<br /> 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED FROM FACE OF CURB &SIDEW ECTION AND BEHIND ROLL-CURB
<br /> 2% OUT IN WSDOT STANDARD SPECIFICATIONS. 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A REVISION DATE REASON FOR ISSUE
<br /> V-GROOVE CONTROL JOI 6 TRANSPARENT CURING COMPOUND COVERED BY 1 12/15/21 50%CD'S
<br /> -a 6. STEELFORMSMUSTBE USEDON TANGENT PER PLAN
<br /> 1ETW E N FULL RV - E 6' H WATERPROOF PAPER OTHER
<br /> PLASTIC SHEETING NTWEATHER.
<br /> THE
<br /> SECTIONS.WOOD FORMS MAY BE USED ON CURVED BETWEEN FULL HALF JpP .::-;;:: 1"R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. 2 7/12/22 GMP SET
<br /> 1"RADIUS SECTIONS. DEPTH EXP NJOINTS TYP f " 2%M CURING TIME SHALL BE FORA MINIMUM OF 72
<br /> D/W CUT / - HOURS.
<br /> 3 1 1 22 REVISE PER COMMENTS
<br /> 1/2' I4%) 7. FINISH SHALL BE LIGHT BROOM FINISH. M LITHI[CURB&SIDEWALK `� '%�� �- _
<br /> -- _I_ �- TYPE E-1 CURB 6. ALL101NTS SHALL BE CLEANEDAND EDGED WITH AN
<br /> B. THE FINISHED CURBS AUL BE SPRAYED WITHA \ EDGER IS COMPLETED.
<br /> LETED.RADIUS AFTER FINAL BROOM
<br /> _ TRANSPARENT CURING COMPOUND AND COVERED i SIDEWINISHALKS
<br /> I LKS ARE ETED.
<br /> BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN HMA OR CONC 4"CRUSHED SUR CING
<br /> _ THE EVENT OF RAIN OR OTHER UNSUITABLE PAVEMENT BASE COURSE, ]. SIDE WALKS ARE 6-MIN WIDE OR AS APPROVED BY THE
<br /> WEATHER.CURING TIME SHALL BE A MINIMUM OF 3 COMPACTED
<br /> 72 HOURS. JOINT CITY ENGINEER.
<br /> N FULL DEPTH EXPANSION
<br /> 30'MAX INTERVAL MATCH TYPE E- URB T095%MA%DENSITY S. FOR REPLACEMENT PROJECTS,CURB REVEAL SHALL
<br /> MATCH EXISTING REVEAL,WHICH MAY BE LESS THAN W HA
<br /> CURB FULL DEPTH JOINTS
<br /> 9. AL2"OF AND CRUSHED
<br /> SURFACING
<br /> SHALL BE PLACEDONAMIN THE STANDARD 6'.NEW CURB SHALL MATCH tr
<br /> OF2"OFCRUSHEDSURFACING TOP COURSE. V-GROOVE I/4" DIMENSIONS AS SHOWN IN STANDARD DRAWINGS Q•.�F+ Z'!fi�
<br /> DEEP S'INTERVALS BETWEEN FULL 3/8"FULL DEPTH EXPANSION _ _ _ 307-309. O 'L
<br /> AND HALF DEPTH EXPANSION JOINT 30'MAX INTERVAL z
<br /> SEE NOTE 9 JOINTS TYP
<br /> V-GROOVE CONTROL V MIN 33745
<br /> 24" COLDJOINT SEE NOTE7
<br /> 3/8"HALF DEPTH JOINT I/4"DEEPS' ( ) CEMENT CONCRETE yy
<br /> EXPANSION JOINT INTERVALS BETWEEN FULL 2%MAX :( SIDEWALK6OJ9T7✓c" 1
<br /> y 15'INTERVALS BETWEEN AND HALF DEPTH EXPANSION HMA OR CONIC }t /ONAL
<br /> 30'FULL DEPTH JOINT JOINTS TYP PAVEMENT = .._._._ 7''
<br /> 3/8"HALF DEPTH a ...... -
<br /> _ EXPANSION JOINT r�T�
<br /> : TYPICAL SECTION � '.. '
<br /> 15'INTERVALS BETWEEN TYPE A ._.__ CCRUSHED COMURFACINGBA5E
<br /> COLDJOINT 3O'FULL DEPTH JOINTS CURB
<br /> •'•••'- -� COURSE,COMPACTEDT095%
<br /> STANDARDMAX DENSITY CITY OF EVERETT
<br /> DRAWING 307
<br /> TYPE A-1 CURB&SIDEWALK SECTION 0 STANDARD DETAILS
<br /> E
<br /> D TYPE A-1 MATCH EXISTING CURB
<br /> 6 CITY OF EVERETT 8 CURB&GUTTER REVEAL,SEE NOTE _
<br /> I. REPLACED PAVEMENT . EVERETT PUBLIC WORKS
<br /> PUBLIC WORKS DEPARTMENT NEW III WASHINGTON DEPARTMENT
<br /> n �s .0 TYPE& CURB
<br /> `mixsus muxm "a<uiwiusw wxs 04/26/201] CURB&GUTTER __--- `oM x000 mmx'UOU vnu"�i vmwew """wwe 1"]lUD22 CONSTRUCTION
<br /> '°""` »•"• w EXISTING „
<br /> s" TYPE A-1 '" ' PAVEMENT CEMENT CONCRETE CURB& " "
<br /> B3S CEMENTCONCRETECURB&GUTTER mm307 I TYPE A-1 CURB&SIDEWALK REPLACEMENT CURB DETAIL SIDEWALK DETAILS 312 DOCUMENTS
<br /> -i.T- RROJECT NUMBER
<br /> 12.12.2022 21-056
<br /> SHEET NUMBER
<br /> C5.01
<br /> PAWORKTROJECTS120210-056 ANKROM COMPASS HEALTH\CE\DWG\SHEETS\C5.0 COE DETAILS.DWG 12/12/2022 Uxwauaxeourowccowwo -ev xw-N c.usacwresirvc.
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