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<br /> , . NEJ/4,. • ,• . NWJ/4,SECZ T28N,R5E, Will •
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<br /> , . CITY OFEVEREJT, WASHINGTON
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<br /> CONSTRUCTION S Q
<br /> 1. PRE-CONSTRUCTION MEETING: (EROSION CONTROL SPECIALIST TO ATTEND) ,
<br /> ' • 2, FLAG OR FENCE CLEARING LIMITS.
<br /> ' 3. INSTALL CATCH BASIN PROTECTION IF REQUIRED. ' •
<br /> • 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
<br /> 5. INSTALL PERIMETER PROTECTION(SILT FENCE BRUSH BARRIER, ETC.).
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<br /> 6. CONSTRUCT SEDIMENT PONDS AND TRAPS. •
<br /> 7, GRADE AND STABILIZE CONSTRUCTION ROADS.
<br /> 8. CONSTRUCT SURFACE WATER CONTROLS(INTERCEPTOR DIKES,
<br /> 1 AND .
<br /> WITH CLEARING
<br /> PIPE SLOPE DRAINS ETC. SIMULTANEOUSLYCLE
<br /> GRADING FOR PROJECT DEVELOPMENT.
<br /> • , 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
<br /> SNOHOMISH COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. • j , J
<br /> IQ,.RELOCATE SURFACE WATER CQNTRQLS AND ERASION CQNTRQ, MEASURES
<br /> . QR'INS'T'ALL NEIN MEASURES SO THAT AS.SITE CONDITIONS CHANGE' THE I �� Nii NO ,
<br /> EROSION AND SEDIMENT'CONTROL 1S ALWAYS IN ACCORDANCE WIT/' TILE
<br /> SNOHOMISH COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. I \` ALL B4I!LDINGS AND STRUCTURES \
<br /> •11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS ON SITE HAVE BEEN REMOVED AND ASPHALT
<br /> DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH \ ARE SHOWN FOR INFORMATIONAL �/` '
<br /> - STRAW, WOOD FIBER MULCH, COMPOST PLASTIC SHEETING OR. EQUIVALENT \ PURPOS-S ONLY. /N LEGEND
<br /> 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
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<br /> • . \\��\ :, 7- CENTERLINE
<br /> 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. �\�\�\
<br /> N TR MEASURES J �' \y •
<br /> \��, . \ \ s 0 EXISTING STORM DRAIN CATCH BASIN(CB)
<br /> 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHALL BE \�\�\ �� '`; f SS
<br /> REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED OR \ \� \ �\�\ ,� EX. YD TBR 1 r`.; ❑
<br /> SHALL BEEREMO TEMPORARY
<br /> STABILIZED ON LONGERTEDISTURBED SOILPAR�SEDIMENT AS RESULTING • J \ -\\.\,„„„\_
<br /> --..,\,\, \' (TBR),- S. 1 O EXISTING STORM DRAIN MANHOLE(SDMH)
<br /> \\�\ RIM-463.75 �`_S v
<br /> FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. \� \,,,,,\-\\\ .\\\\\,,,,,\,\\\\,\\\-\:::\:,\\. fE 4" PVC=462.65 S I
<br /> 4, :TT:::DDRARANN:AZ:RAT:N.(YTD)I
<br /> \\�\ \�\\ ��\\�\�\\�\�\\�\\ ,PLUGGED) _ I d. YD
<br /> �\ \ ASPHALT \�\�\�\\ 1 \\\�\` - 'I' ,' i �' �/
<br /> EROSION CONTROL SPECIALIST; \\ \ \ I \ \�\ __ ._- '
<br /> �\ �\ ,�\ \�r �\� \\,\'� \ ---- O SANITARY SEWER MANHOLE(SSMH)
<br /> • HWA GEOSCIENCES,INC. k . • \ I' �\�\� �� v\ APPROXIMATE LOCATION t, , o SANITARY SEWER CLEAN OUT SSCO19730 64TH AVENUE,SUITE 200 ; \' \ IBASEDONCI
<br /> I `° ( )
<br /> LYNNW000, WA 98036 \� \,�\ �Y \ O'
<br /> \,\ \ , OF 10 SEWER EASEMENT f ,\1, • pa WATER VALVE
<br /> (425) 774-010fi \�� - -
<br /> \ TY OF EVERE \ I ., ,
<br /> k \ AS-BUILT DRAWINGS \\� f,• ® WATER METER
<br /> • R1,460.24
<br /> q
<br /> CONTRACTOR RESPONSIBILITIES. _ halEx. YD TT3R �' \\ •
<br /> / � �\�\ \ ' r
<br /> � FIRE HYDRANT
<br /> IE 6 PVC(E)-458.22 l ® RIM=46272, \ ' \�' I / tiY°
<br /> 1. THE CONTRACTOR SHALL OBTAIN A COPY OF ENGINEERING DESIGN AND DEVELOPMENT ! \ ; • , DRIVE t
<br /> IE 4" FLEXN)=461.02 APPROXIMATE LOCATION OF UTILITY 4 �. ,I ,\� I �I GAS VALVE
<br /> STANDARDS(EDDS, VERSION 2004)MANUAL AND KEEP ONSITE AT ALL TIMES. „ c CLF O ) EASEMENT BASED ON LOCATION I THRU \ \ r f
<br /> EXISTING WATER AND SEWER NOTE. v _ �\ ' I 1 -O- . POWER POLE • .
<br /> 1\ OF UNDERGROUND GAS LINE AND ASPHALT
<br /> 2. CONSISTENT WITH EDDS 8-05 ANY TRENCHING IN SNOHOMISH COUNTY RIGHT-OF--WAY WATER MAIN LOCATION WITHIN EAST CADY ROAD - --- - 1D� OVERHEAD POWER :I , \ \y I UTILITY POLE ANCHOR
<br /> SHALL NOTIFY PLANNING AND DEVELOPMENT SERVICES(INSPECTION SECTION)NOT LESS THAN -`-'�-.„. CLF , . , •• S ► F--
<br /> THREE WORKING DAYS PRIOR TO PERFORMING WORK. • RIGHT OF WAY AND PRIVATE WATER LINE LOCATIONS `-,,, \ ( ! EX, YD(TBR) f f I
<br /> , 4, LIGHT POLE
<br /> ARE BASED ON AS-BUILT INFORMATION FROM CITY IGI �, \ )' I,l I RIM=464.26 , ; I '
<br /> 3. READ ALL NOTES 1N DRAWING SET AND CALL WESTERN ENGINEERS,INC. IF ADDITIONAL OF EVERETT. PRIVATE SEWER'STUB OUTS BASED lib ___ \ \ \ I I 4"FLEX(SE)=462.86 ' • , f 4
<br /> EXPLAINATION 1S REQUIRED. ON AS-BUILT INFORMATION FROM CITY OF EVERETT. .• �. \ \ \\ - \�" K� fE ELECTRIC JUNCTION BOX
<br /> haov „ ,` �6� • \ \, �, , •' • ' f ASPHALT /rrrrirrm.,� ', AX#28050700204400 i �" "'�J -�,, Tii
<br /> , \�\\\ a'1.7:'' ° ', i APPROXIMATE LOCATEIO �` i I i %i •� BUILDINGS TO BE REMOVED
<br /> EROSION NOTE: _. • I "�
<br /> InF r n WATER EASEMENT I 1: ,1 F' y / , I
<br /> ALL KUNUft HA)MIHt Jllt MALL tit VO HAKc,tU WI1N A MAI�IMUM WA1tK wUALIII Ur ,' Ln. ,U Iwi1) bAJLU uN 1.11Y lit LVLKLII I
<br /> ������\�\ RIM=463.72 ' AS-BUILT DRAWINGS \ {{� 1(0.304 ACRES , #6931 �\\.1 tn' f �% 1 ADJACENT BUILDINGS
<br /> NTU's OVER BACKGROUND NTLI READINGS. IF RUNOFF FROM.SITE INCREASES OVER 5 NTU's THE g !E PLUGGED X6929 I 1 FF=467.67 \y I � �/�/�/•�
<br /> CONTRACTOR SHALL INSTALL A BAKER TANK OR PUMP RUNOFF FROM THE SEDIMENT POND UP _\\, I �I 4 I I
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<br /> TO THECENTRAL AREA OF THE SITE IN ORDER FOR THE RUNOFF TO TRAVEL THROUGH EXISTING k
<br /> ' \y E YD(TBR) , f
<br /> \\� "IM=464.05 \ , EX. YD(TBR) c,� ' f I "•.` EXISTING CONCRETE
<br /> VEGETATION. \ IE 6"PVC W)=462.82 : I 7/E:1:46PR4
<br /> .76 \f
<br /> I• �` I ! VC(SW)=462.69 �� f , --__- �..W•.
<br /> ASPHALT - -4 6 8 .W.W yEXISTING LANDSCAPING
<br /> R
<br /> ROAD STRIPING NOTE: u ,462 \ v a \ CP(W)-462.71 25'x 40' TEMPORARY --
<br /> J v �\ \ p )iiii/,.;e4 1, CONSTRUCTION ENTRANCE f
<br /> \��\ TA� #28050700201200 I I I�r/iiii�'iii� \�l ' y..., � r;> t.:�;X a °:, EXISTING CONCRETE RETAINING WALL
<br /> SNOHOMISH COUNTY WILL SIGN AND STRIP PUBLIC ROADS. THE CONTRACTOR cb \ HC,-,[
<br /> 'il"•„�«�� f 5: Yf OSHALL NOT SIGN OR STRIPE PUBLIC ROADS.SIGNING AND STIPING OF INTERNAL • EXISTING LANDSCAPE \ I 1iiiiii000041I , ,
<br /> X6927 0,755 SF �iiiiiii'tOi �� I;, I PROPERTY LINEPRIVATE ROADS AREA THE RESPONSIBILITY OF THE PROPERTY OWNER(S). - ,'\ FF=466.49 �iiiii�i�/��i�
<br /> EX. CB
<br /> �247 ACRES} '` �, �� 4 iiii/i/�A�i• - =I:LW:LINES
<br /> RIM=464.23 __ --- \ \ 0 0? I 1 "iililii6?a,�. If
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<br /> - �\\ tiiii♦i�li��iit \�\ r
<br /> 1 E 8 PVC(W)=462.5D �' \ o +r� I �iiiiiiiiiiiiQ'�'�#iiiiii� r. INDEX CONTOURS
<br /> �\ U,
<br /> J EX SDMH
<br /> a� w
<br /> „ U 1 \ \\ \\• � \ s w ti D I _IR�iiii�liii•
<br /> J RIM=464.53 � ��\ ��\ \ \ \��\ \ • S � O _ I
<br /> •ilOiiiiiii f .-� � - - ,CONTOURS
<br /> 1 E,8 PUCE)=461.83 - /, ' a • a a v 9 --r------ - iiiiiiii,�,iiiii,/, f - , EXISTING VERTICAL CURB
<br /> IE 24 RCP(N,S)=453.20 lMil ' ♦ilii• •1111 /
<br /> S � I liliiic�yliii� / � /////////////////// EDGE OF PAVEMENT
<br /> --- I tiiiii.iiiil 5 CLF f
<br /> ,.. � �s ---r---, .• `1,, ',., inkliqui �. 6 DIP .■ - _ - -- _. _... a - ,�l�i^i�i�i�/�i�iiii - :,.;.,: X X X FENCE(AS NOTED)
<br /> ! /���/ �-
<br /> _ Saar- -asa�� ��-+Si�+��.-- s.M1,�1�/G'►/GVi►'S//���Yi"i//�.•..a
<br /> _=� - -- _ =_- _. s D P AHP ��a' o (WDF) WOOD FENCE
<br /> W- W ,,_ �- W N .�1 W W F L�THICKENEI EDGE -,,,-4k),,"" i„ .. OHP;--�-- (CLF) CHAIN LINK FENCE
<br /> SD SD __ J SD O SD SD SD"_ SO W SD W W W W _ - ""w .... w t.
<br /> 6 SD SD S __ ___-- SD SD,-. Sp (WRF) WIRE FENCE
<br /> ,/--SS - iii,---0.4-.. ss- -ss - __ '- - ,- - .___
<br /> 13 -
<br /> �- -- s„,,,___:....:__--46.-
<br /> T_____ S �S EASEMENT/BUFFER LINE
<br /> OHP POWER(AERIAL)
<br /> ' EX. 3/4" WATER SERVICE -
<br /> /, 'ROPOSED IRRIGATION METER Z---SS Si.- EXISTING SANITARY SEWER
<br /> ----:. WATER METER TO BE REMOVED BY ,"_"'
<br /> 00
<br /> DISTRICT AT DEVELOPERS EXPENSE -- SD EXISTING STORM DRAIN
<br /> ..�._ _ -- X.X' -._
<br /> _____ -.� •_._-_ _.� �...- _,___ ,____ gir........ EXISTING BUILDING SETBACKS
<br /> r.�_ � CLEARING LIMITS .
<br /> SANITARY SEWER SERVICE TO //�/ / / //
<br /> BE REMOVED AND CAPPED 0 CBI CATCH BASIN INSERT
<br /> AT DEVELOPERS EXPENSE EX. 3/4"WATER SERVICE -
<br /> EX. SS RELOCATE BEHIND SIDEWALK •.•••••••••• • TEMPORARY CONSTRUCTION ENTRANCE
<br /> OR PER CITY INSPECTOR
<br /> ••.••••
<br /> RIMu464.79 EX, CB
<br /> IE IN(S)=454.49 RIM=465.40
<br /> IE OUT(N)-454.39 IE 8"PVC(N)=464.19 !-�
<br /> IE 4" FLEX(NW)=464.35 I. 1 -
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<br /> RDD SESC LE: i = 20R .part•�„►0 ared�ikiNr PLAN APPROVEDbeen Prep s•moth • ' �.., �� � other. isecord ration ptovid in$ate bashn a0 , 20 40 ..:,:n" thisdr tion:b:::on -gu�it rn�O reSumps-bu�1t�n�or,nationand. EVE"ETTation, o pthe �1����1�;inform s;accuracY•thes aY the drat `� PUBLIC SERVICES DATEdet ��,idig 1bets= ;\ PUBLIC WORKSsp�c- ;�', UTILIT S DRAINAGE _ DEPARTMENT
<br /> d BY pefm _______S
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<br /> S �,�� A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO
<br /> 0
<br /> A i. STARTING ANY CONSTRUCTION ON THIS
<br /> prjnt Nan1e Tide 1 T ENGINEER PROJECT. APPROVAL FOR THIS PROJECT
<br /> IS CONDITIONAL PER CURB NT STANDARDS
<br /> •
<br /> AND EXPIRES 7 29•C�.9 UNLESS PERMIT qi)
<br /> FOR CONSTRUCTION HAS BEEN ISSUED. • qa
<br /> TAX ACCOUNTNO.(5).• . SITE ADDRESS:.
<br /> CALLTWO 228050700201200 6927, 6929, & 69-:�1-. :ST.-CADY ROAD
<br /> 28050700201700 EVERETT WA 98
<br /> BUSINESS DAY/S .
<br /> 28050700204400
<br /> b, JUL'5 2008
<br /> •
<br /> BEFORE YOU DIG /F • • • _
<br /> 't WESTERNf;' ;z��C: Via:+:
<br /> 1 -800--424---55ö5 : PEN -
<br /> • VEGETATIVE COVER BEFORE CLEARING&GRADING. UTILITY CO LICT NOTE.• ; � TES.C.PLAN
<br /> . ENTIRE SITE IS ASPHALT AND BUILDINGS. viii. • "I Western
<br />• CAUTION. •. 425 RODLAiVD TOYOTA
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AND A <�
<br /> Engineers, C
<br /> VEGETATIVECOVERAFTERCLEARLNG&GRADING: µ , SE W1l
<br /> FLHESE NE 1/4 NW 1/4t S'E'C 7 T 28N R
<br /> ALL DISTURBED AREAS SURROUNDING DEVELOPMENT WILL BE POTHOLING THE UTILITIES'AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION P1,10 %� :4 ITY FE' ERL' '1' WASHIN TRESIDENTIAL LANDSCAPING. TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1--800-424-5555 AND a,., ip;
<br /> •'� �, `-' C O V WASHINGTON
<br /> THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS �°0 :784; , \ SURVEYORS•PLANNERS•ENGINEERS DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> SOILS.' TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES S�` ST� Gti �� "
<br /> AS SHOWN ON THESE PIrANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND `�ONAL T''' LAND USE CONSULTANTS TAJ 03/31/08 06 TAJ 06/19/08 BARRY CONSTANT 1 =20
<br /> ALDERWOOD URBAN LAND COMPLEX ARE SUBJECT TO VARIATI IN. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
<br /> CONSULT WESTERN ENO'EERS,INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CIVIL ENGINEERS 0 LAND SURVEYORS DRAWING FILE NAME . CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> WITH CONSTRUCTION. EXPIRES Gj I . *** 13000 HWY 99 SOUTH * EVERETT * WA * 98204 *** 07897ABASE DWG BRC -- 07-897-A 2 of 6
<br /> - '4E vt-rjre en 14/4,
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