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As per TCP provided, City of Everett design standard 704 and MUTCD standards as applicable. <br />Hours of operation: 06:00 - 08:00 & 16:00 - 17:00-18:00. <br />Temporary flagging during operations when Trucks are entering, leaving and or loading unloading the work zone. <br />Roadway must be re -opened when not needed. <br />If at all possible not to use flaggers for motor vehicles then do so if flaggers are required then add these two signs to <br />ur sequence W3-4 "BE PREPARED TO STOP" & symbolic flagger see standard detail 701 only as a guide. <br />Sidewalk Closure: Faaggers and Spotters are required if the sidewalk is NOT CLOSED with proper signage, also to <br />sist Pedestrians and bicyclists through work zone. <br />By the end of each day area shall be cleaned. <br />APPROVED 1641 <br />By MISDO at 7:00:51 AM, 5/9/P11. <br />Request for Temporary closure of <br />lane for unloading and loading <br />purpose only. Site staff will <br />accommodate heavy traffic time <br />and remove barricades when not in <br />use keeping the lane as free as <br />possible. <br />Road work ahead signs and <br />barricades will be in place at the <br />city specified distance to comply <br />with city standard STD704. <br />5 1/2. <br />OF SW <br />MW I <br />N EB <br />1 <br />I <br />S1/2 S7/2 N1/2 <br />OF SW 114 1S1 <br />NW 1/4 <br />EX SSMH d <br />RIM=470.39' <br />R OUT(S)=449.6T <br />IE 91(E)=45O." <br />IE <br />ad <br />EX CB d <br />RW 469.96' <br />IE 8' RCP(F�=465.26' <br />a CB <br />RAT=469.50' / .I <br />C B• RCS=464.25' �� 1 <br />IE M (I)=461.05' <br />R OUT (5)=460.95 <br />cPs IK/CTWARK <br />ELEV 969.50 W W 88/91� ° ° <br />SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M. <br />CITY OF EVERETT, SNOHOWSH COUNTY, WA <br />Flaggers at these station locations will be <br />on duty and in place when lane is closed <br />for unloading or loading. They will also <br />assist pedestrians crossing the work site <br />�® when necessary. Site staff will be mindful <br />\ . r I I IAI IAI <br />of heavy pedestrian traffic times and <br />/ cautious to maintain safety for all <br />pedestrians at all times. <br />1 I I II ASSWED L Y, <br />FF.4R.2J N,911 IfILL /Ir-- <br />NNLL <br />I I Wn Y TOP.- TLfti4%ar RP f7RR' <br />1 3� iL/1 TOE�47S2S' -47500' 70E.474D7 10E�47A15' <br />LLU ME 4 W /1/lU <br />Ei 1 <br />12•C` -475 <br />�FDuxO 1°' REB4R uro CAP. <br />u <br />! / (05� /2015) <br />a , ! ! 0' WALL <br />r 2 _ . \ ! 8'P TOP-47B00' SCALE 1• = 20' <br />\-7 I R1E-47A00' / 36 F <br />! 3' WALL 0 20 40 <br />" <br />\ \ <br />u I n \ ) I e-- sz• 75,nW soEZEV=469.50' <br />-474.73' <br />VERTICAL 04TUEU <br />r SET MAO NAIL ON WEST SIDE OF 19TH AVE SE IN SIDEWALK <br />- a d 1 \\ I ) \ PAN ION JOINT 0.50' WEST OF FAST EDGE OF CURB <br />�\ 24'F is PROPOSED KEYS OW WALL RAPID STATIC GPS COLLECTION UnU23NO THE LEICA TCRP <br />/ , \ 30'F HELM AS SHOWN 1205 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV <br />Fa7PRINT OF NAI <br />) 0' L <br />1 I POP 'M BUMINGTOP-,7doo' <br />/ <br />14"F \ • LEGEND <br />Cn <br />'` 1•,11.1 ' / \\\ F 3! • FOUND RESWIOW AS NOTED <br />j Y I r \ \ I q CFNTERLBIE <br />z \ \ <br />T IOP=477.50 19 EX STORM DRAW CATCH R40I (2) <br />TOE-414.50' Q EX SAWTARY SEWER WMaLE (SS6M) <br />\I l 24'F `- _ - ` J SO' WRI.0 ® IX. WATER METER <br />/-/ - TOP-477.00' <br />lA \\ $ 1E-474.00' IX WATER VALVE <br />IX FIRE HYDRANT <br />II a, ! (I (/ m \ ! ❑ IX. GAS VALVE <br />-0 <br />\ S BUMPER IX Pomp Par <br />OVERNANG Iw=A IX UTILITY POLE ANCHOR <br />1 0' WALL Y ` IX 1b CONwER0TREE TOP-476.00' Noy <br />7CE-474.00' IX OECIOL01/5 TREE <br />1.0' 7.1 <br />LL <br />TOP-47S \ \ 50' IX 7REE 10 RE1pVID <br />ipE.474.50' <br />\ \ <br />u S " �..d. \\ \ \ �/'�..� IX SKEET fIDW DIRECTION <br />y + _ r >�\\ r 1 �1 \ IX CONCRETE <br />I r TRASH ENCLOSURE <br />r ( I I \ WALL .SEE AWN FENCE (AS N07% <br />MU (CODE) WOOD FOCE <br />❑H ;. S '---i-SF SF SF ! F �r r (CIFJ CNAN LW FENCE <br />)HP :sp. — (WRF) WIRE FENCE <br />„ TEMPORARY NBB'JT'O4V' - - MAJOREX68NG CWDOUR <br />CONSIRGCBMENB' M'Of - - - - - - - - - MINOR DWNO CONTOUR <br />INE11' PARRMG - - — - - <br />I I AREA FDDTPWNT FASdENf / BUFFER LINE <br />rolNO 4' DMATETER CONCRETE ) SS --t— EXISIM• SAWTARY SEWER LINE <br />Y I 5 <br />/ ` MONUMENT W/ LEAD AMl TACK LSD - DMINC STORM DRAM LINE <br />, ® W LINE <br />(OS/2015) <br />SOIL TESTLOGS: °�'"L ° <br />J <br />S06AMENDNVF.M'NOM.. c EX6RNC Gu LNE <br />Pn_.41 <br />EtSl4,t iOP SWS Sww. ER"FR eF 10CKPAfp Gx-9BE OR xEP lw SWS SxuE D.0 -1.0 IMRiT BROWN 7DRSOIL OHP EX6RN0 0". POWER LINE 1. <br />W 4— TO TI2 SIZE TO BE RE— M IAWSGWE ARKS I -I R- STE I.0'CLO' SILn FUZE SAND W/ORAIkl <br />5/ABYOARON. 3.0'-BO' SLn fNE SAND W/Ap11UNO E OSW PROPERTY LINE <br />2 LAI.DSON°E AREAS SxML X.. A AWNUM 6' WTIF tK TTi 50. N ALL Awl (WO GROUNMIER OBSERVED) - - RKM OF WAY <br />S AN TOP SORS Lw1 tOnT A uvNIUY Om`A"t GWRExf OF of (tOR-tR 7ESi PR 2 /TP-21 - - EXISTING LOT LIES <br />(9fFFFR.RfO RAP LNOA:wE MEAD NM A RN UVff BEIREDI AS-70 RAAESS 0.O'-0.25 0.Ma BROWN RA°SON. �/ / /// / /. EDGE OF PAVEMENT <br />- IAt05CwF AxCIerECTNs YcsAs K TIXERun NAxrsA 015--3.0' SILTY F1W SAND W/0114M <br />.. � _ww Its OLF TO Px0.annptRl'15 SEA6RNE 10'-5.0' SETT FOE SW W/CRAVEL k UOTTL NG <br />LACE AREA 5T2 rrN (GROUNDWATER 0 10) �IP-j SOL TEST PR <br />SOIL"ENMENTLEGEND DTSO oRDs-w BRON TOPSOIL I FINISH GRADE CONn t LINE <br />BS'-15' S0.n FNE = w/G 1E <br />', AMENDED mus 3s-65' SILT, FWE SWo w/AamMc <br />(CROU®WATER a 35) TE.S.C. LEGEND <br />APPROXW47ELY 200 CYOS OF TOPSOIL HAS BEEN IESI PR 4 /R-A <br />CALCULATED FUR PLACEMENT ACROSS 0,D09 SF. DR 0.0'-0.25' 0MA BPoWN 1OP500. ❑ CATCH BASF INSERT <br />06IURBO WCSG4PE AREA THE AMOUNT OF IMPORTED 025'-15' SILTY FOE SAND W/GRAVEL <br />TOPSOIL MAY BE LESS IF NATNE TOPSOIL 6 OF' 15'-!LY %T✓ FM SW W/GRAVEL @ MOTTLING MACH <br />ADEQUATE ORa4NC LY -U AND DEPIK REFER TO (GROUNDWATER 0 15) '^A'A/�/A/�/�/N/�/Nr CIFARIIG LAM <br />OF STORkWATER DRAMAGE REPORT FOR FULL <br />DETAILS OF AMENDMENT REOLWEMENTS. PO 5 npyrl <br />DO-I.01DWC BROWN TOPSOIL SF AT iE14fE <br />10-15' SWn iRE S°ND W/GRAYfl ® TEWPORARY G0WSIRUG7pN ENTRQXE <br />15'-BO' SAT, FINE SUN= W/GRAVEL <br />(GROUNDWATER 0 3.57 <br />