|
�.
<br /> a NOTES
<br /> ,/
<br /> 1. 2 x 30"DIA DUCTILE IRON PIPES 10 BE REMOVED.
<br /> ' 2. 1 x 36"DIA DUCTILE IRON PIPE TO BE REMOVED.
<br /> �/ 3. 3 x 36"DIA CONCRETE PIPES TO BF.REMOVED.
<br /> 4`.TOP OF 8"CONCRETE RETAINING WALL TOE OF . 4. CONCRETE HEADWALL TO BE REMOVED.
<br /> ELV=560.20'-; RIGHT BANK 5. SNOHOMISH COUNTY PUD HAS AN AERIAL POWER AND COMMUNICATION
<br /> CABLES PARALLEL TO THE EXISTING DIVERSION DAM ROAD. CONTRACTOR IS
<br /> O36"CONCRETE PIPE /� RESPONSIBLE TO PROVIDE A 45 DAY NOTICE TO CONTRACT ADMINISTRATOR FOR
<br /> IE=573.75'—` SNOHOMISH COUNTY PUD RELOCATION BEFORE CONSTRUCTION BEGINS,IF
<br /> \ CONTRACTOR IS CONCERNED ABOUT POSSIBLE CONFLICT.
<br /> �J 36"DUCTILE IORN PIPE \
<br /> IE=573.61' ao. GEOTECHNICAL INVESTIGATION AND INSPECTION
<br /> 0 30"DUCTILE IRON PIPE / / 1. LANDAU AND ASSOCIATES HAVE COMPLETED A GEOTECHNICAL ENGINEERING
<br /> IE=573.45' -� // / TOE OF
<br /> LEFT BANK REPORT FOR THE CHAPLAIN CREEK CROSSING
<br /> 2. TWO BOREHOLES B 1 AND 6 2 WERE COMPLETED AND REPORT INCLUDES SITE
<br /> 30"DUCTILE IRON PIPE 8�} SOIL INFORMATION AND ENGINEERING RECOMMENDATIONS.
<br /> IE=573.81'Th // -THALWEG • 3. CONTRACTOR SHALL ABIDE BY GEOTECHNICAL REPORT AS APPLICABLE.
<br /> 4 REPORT AVAILABLE UPON REQUEST.
<br /> S 5. CITY OF EVERETT RESERVES THE OPTION TO USE GEOTECHNICAL SERVICES
<br /> /j / DURING SITE CONSTRUCTION TO VERIFY PROJECT REQUIREMENTS AND ADDRESS
<br /> 1 y j ISSUES.
<br /> ref /
<br /> dl -r0k__ ' / ' /' FOREST PRACTICE HYDRAULIC PERMIT
<br /> O^ b N
<br /> rp£ $ 1 1.PROJECT WORK SHALL MEET REQUIREMENTS OF THE FOREST PRACTICE
<br /> 'O'^ p �--__ " 4 HYDRAULIC PERMIT(FPHP)WITH THE WASH.DEPT.OF NATURAL RESOURCES
<br /> doem Q vrp rn Q
<br /> e�e "'►� '` DATED MARCH 5,2021.
<br /> o i ,7 ro a 36"CONCRETE PIPE 3
<br /> "' iDp £``�,.r u , / 2.THE CONSTRUCTION SHALL BE COMPLETED WITHIN THE FISH WINDOW(JULY 1ST
<br /> •
<br /> a x nrya 4 IE=573.73'
<br /> �'C� _ rrlp '---__,__ M i / 1 O / THROUGH SEPTEMBER 30TH).
<br /> IT L 0E �. 36"CONCRETE PIPE 3
<br /> S„�-__ ASPHALT i TOF ~~ o, ,_ } I / R 3.HPA PROJECT REQUIREMENTS INCLUDE(IN GENERAL)THE FOLLOWING
<br /> •
<br /> a/ / a.MAINTAIN WATER QUALITY
<br /> a W r \ b.PROTECT FISH AND WILDLIFE
<br /> r ROAD top- 04" SNOHOMISH C.PROVIDE EROSION CONTROL
<br /> _`"-- ,/ 3p�W _ T �_�'"T ' --,- _ '��� AERIAL POWER '�.,COUNTY PUD d.CULVERT REMOVAL REQUIREMENTS
<br /> i --F -" -i-riP1--L,L.4_iira 'i ' —TDP �` ANDCOMM a.BRIDGE INSTALLATIONREQUIREMENTS
<br /> ���`1'--+-_,,_ RSIO I 17 -i �.., P - _ 'ICJ f.PROVIDE BYPASS FOR WATER
<br /> j DIVE III DMA 'r ' i i '�''r. r rap_-- �� B.SPECIAL EQUIPMENT OPERATIONS
<br /> `� Y Tn _ M RO O(G -1 , ,i r r r , r ,'--� -� TOP --
<br /> a A RAVEL RO) ii i II i i Z r l!` `��s
<br /> 3pf POWER POLE h.FISH HABITAT MITIGATION
<br /> pP TTIP�-- TOP_ �` - --- -- ___ TOP�__- 1-2 DROP( 1
<br /> _ r0,-O rIQ,r , ,C r2'( ___ TOP PV,a__ r�, _ �` W I. FISH EXCLUSION
<br /> rOn ---- _ r0'�Ot a i ii� 4 CONTRACTOR SHALL PROVIDE A WRITTEN SUMMARY,PLAN,AND DETAILS FOR
<br /> SIGN ---TOP-~ "`�j�'-m ,,iY I' ,I M,i vC1; B. ET S7g G7 `1�-```LOP ___ ADDRESSING FPHP ITEMS. CITY OF EVERETT MUST APPROVE BEFORE
<br /> "NO CAMPING" n- DP L /..l �jg 09 `rOF 3;71
<br /> \ - -._��_ '�-r+�_r�'DPil r ,;..1...,
<br /> -. ry C"! E13 31p0 rOi✓Q "�"`- CONSTRUCTION STARTS.
<br /> SIGN TDE , '- `-r�E7o i --. �S41S' ..��� -'O1---- 5.COPIES OF THE PROJECT FPHP ARE AVAILABLE FROM CONTRACT ADMINISTRATOR
<br /> t w ,es, "CITY OF EVERETT REMOVE,
<br /> 7Ci`_ �/ i �i �' r- - _ \~�'TDP-�.�_ti - TOp--PVR` UPON REQUEST.
<br /> m' rt �,/ x USAGE REGULATIONS" ----TDE ;, r t\ 7'op _ ` ``-"
<br /> ' SIGN"25 MPH"- l \ t `' iOfi
<br /> CONTRACTOR TO REMOVE, r \ \� ` " tOp�
<br /> STORE,AND REPLACE -- y \ ``---rap`— _
<br /> 1 \�4'TALL STEEL \ I r 3t11 �`0P "--- -
<br /> RAILING 30"DUCTILE IRON PIPE ` ` �'"` j0j`-'"- rDP'"
<br /> IE=573,30' _. / 3D1``�301=r` 301��l -._-_rGP`__��
<br /> 301
<br /> 30"DUCTILE IRON PIPE Oq _�-271-�
<br /> IE=573.33' \7 \ V ` 36"CONCRETE PIPE Y
<br /> /
<br /> 36"DUCTILE IRON PIPE / j�`
<br /> IE=573.16' \\\ 36"CONCRETE PIPE
<br /> 36"CONC IRON PIPE / ''�
<br /> ,, IE=572.14' - \ '; \ TOP OF 8"CONCRETE RETAINING WALL o
<br /> \ \ 4, ,i ( ELV=580.00' Oo
<br /> I'd . a
<br /> / f Q O
<br /> \ \
<br /> I TOE OF j \ N 1 0 0
<br /> RIGHT BANK- i
<br /> o �� ,\ I �p- TOE OF Il
<br /> 3 \ '\ LEFT BANK I
<br /> E \ \
<br /> a
<br /> o x \\\\Y � THALWEG
<br /> I 4 , .
<br /> \, \,
<br /> CHAPLAIN CREEK BRIDE N,\
<br /> E [' SCALE-1"= 10' '
<br /> E 3 1
<br /> F -- - ESH _ 1r ' 'F''•% EVERETT CHAPLAIN CREEK BRIDGE CULVERT � `C1
<br /> _ Mom° ' '; � PUBLIC WORKS REPLACEMENT EXISTING SITE PLAN s���
<br /> fi 17,s NO. DATE jAPRVD REVISION �- - - I �_
<br /> PLANS ISSUED FOR Grp R, � 3200 Cedar Street WORK ORDER U P3426 3
<br /> s C -_-- - Tc Eve,ett,WA 98201
<br /> z d z BID 1�hf 11 !t CONST I /"AAL i'w`" 4252 7880c evererrwAgav 8
<br /> $ m - ACTION I DATE I APRVD ACTION _ DATE APRVD _ACTION j DATE APRVD V Lj HLG,OA 10 ! s?4it WA oITaei
<br />
|