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' I <br /> n KEY NOTES: <br /> CB I05 <br /> RIM=sa.1 CS01-02,TYPE 2 MH(72") <br /> IE=51.58' 12„CONC-N STA=10+32.56(-22.68'LT) 1O PROVIDE NEW MANHOLE AS INDICATED ON PLAN AND PROFILE.MANHOLE <br /> FACE of s'PTALL IE=51.64' 12-CONC-s TYPE 2 PER COE STD 606. <br /> Cg g10 UNABLE TO OPEN CONCRETE RIVACY <br /> - WALL "S OP" R1 =54.36' SD H 624 <br /> SSMH Bob RI =54.91' CS01-03,TYPE 2 MH(72") E2 PROVIDE NEW MANHOLE AS INDICATED ON PLAN AND PROFILE. <br /> RIM=55.28' Y E 51.1e' 1z"coNc-N STA=11+17.49(-22.72'LT) 1 MANHOLE TYPE 1 PER COE STD DRAWING 605. <br /> V M,F,45,20' 8"PVC-W(SLEEVED) �c IE 51.74;8"GONG-W - <br /> IE=45.40 CENTER OF IE- - ESTRIkNN CROS$1NG" <br /> 12"PVC-SE, ❑IE=51.29'6"Pvc-NW WITH PEDESTRIAN E- M/ - E4 PROVIDE NEW COMBINED SEWER PIPE AS INDICATED ON PLAN AND PROFILE. <br /> 20 2 IE=sa2r 12"Pvc_ CROSSWALK EXCAVATE AND BACKFILL TRENCH PER COE STD DRAWINGS 614 AND 615. <br /> 3 815 16 48 W as NDER CONSTRUCTION <br /> Ln <br /> �C 5 � 4 48"W I 48"W u 13 CONNECT TO EXIST MH. <br /> E P <br /> ce Bob sI Bos 20 00 uc vo -°°Pw uc ro o "d'0 z 14 GROUT ABANDONED PIPE OPENINGS AND RECHANNEL MH BASE AS <br /> c RIM=54.66' T 4 1141'1 MONITO G WELL N Q NECESSARY. <br /> IE=5287' 8'CO RE E Pothole al structure NW corner antl 915 <br /> M=55. I Trench northward asneceswry to <br /> 13 14 =3z3r c- 3B 1-tenonhemexiensofebucture. 0 15 ABANDON EXIST PIPE. <br /> ••c 1-_ E TER of CHANNEL( Y <br /> o _ w <br /> s`LID 8"CSS S - 42 coNc s- FL sT IF I , NED 4a" ENO ) Lwit 16 REMOVE EXIST PIPE AS NECESSARY TO INSTALL NEW COMBINED <br /> IE=41.85' 12" NO <br /> (APPEARS ABA DONEO <br /> Panolea stru wreNecornerantl j` - -42"S� O - 4" IS - -4z"ss o - az" ss - O SEWER. <br /> bench noMwartl as necessary to k \ 3 a o + <br /> wlocate northern eMents of structure. <br /> =3a60 c Rohnletzsoeastatnndnem - - Q E -� - - N 20 PROVIDE STRUCTURAL SUPPORT OF EXISTING FACILITY AT CROSSING. <br /> 2 - - - stucture wall. - - 8" -_8" <br /> 24"GONC W-N FLOW "CRT <br /> �a <br /> TOP OF CONCRETE ELF AT DDER=4.89 2 S T LV Q <br /> BASE OF WEIR AT WEST FACE=4.82' ~ <br /> TOP OF STEEL BEAM FOR WEIR-46.5, -30' Ss SEWER (GIs) to <br /> - -a0"ss - -30• 3�" <br /> SS - n"5 w <br /> TOP ADJUSTABLE WEIR=46.83' SSMH B2 2 04 0 a z <br /> 2 CS01-07,TYPE 1 MH(48") R1I=s. - 1 -- -u- -- -- -- <br /> STA=10+17.98 -8.07'LT Yk'""'n me en ame on <br /> ( ) 1rE 'E B':6®N MTH GATE _ <br /> OQ *'I CONC E GATE u <br /> 4 ,8„CS 1 E C501-01,9.4'x914'C H 12"Dl W 12"DI w 2-DI w <br /> IE= i„ S_TA-10+33.10(-6.9S'LT -Pw <br /> pI�// ny uG PWft ^ PWR <br /> M/d CB 852� u0 mtr�,uc P s, WV LANDSCAPE <br /> LID 4.9 KI\\/77" l=54.62' <br /> -RI = LID 54.71 1q' 2" i�q" <br /> E=s1.87 "cONc-N TOP of REMOVE EXISTING MANHOLE O 0 = M/d - /d <br /> IE=52.11'8„GONG-s=sz.1 r a„coNc-s �, �d o 000 oo0 0 0- <br /> 8 C <br /> 8 S E <br /> POLE, o u 5 u W UTIW UTI�� 6'WROUGHT <br /> NO SIGN ASPH LT ��TURN LANE MU 6' <br /> MUST "NORTH", IRON FENCE- <br /> STOP" URN RIGHT" 15„ NOTES TO REVIEWER: <br /> BUSINESS AS-BUILT NOTE l H �1 ACTIVE EXISTING SIDE SEWERS TO BE VERIFIED AND SHOWN ON DRAWINGS <br /> DELTA HOTELS" AS BUILT ELEVATIONS AND STRUCTURES INFORMATION OBT,INED FROM CITY <br /> OF EVERETT CONSTRUCTION DRAWINGS FOR WO 2473 DATED 3-6-1995 AFTER 30%SUBMIT <br /> TAL. <br /> 1 �2 12"HP GAS TO BE PROTECTED IN PLACE.CLEARANCES TO BE VETTED WITH <br /> PSE. <br /> SITE PLAN CITY GIS RECORDS SHOW THIS LINE AS 8-INCH SERVICE LINE TO <br /> SCALE:1"=20' ADJACENT PARCEL. <br /> ® SNOHOMISH RIVER CSO INTERCEPTOR-SCHEDULE B RECORD <br /> 65 EXISTING GR UND 65 65 65 DRAWINGS DATED 1992 INDICATE THIS LINE DID NOT THEN EXIST. <br /> _w_ SSMH B08 CS01- 2 REVIEW OF EXISTING CONCRETE PANEL ROADWAY AGED IN EXCESS OF <br /> a Z RIM=55.4 RIM=55.11 H 4 50 YEARS CONFIRMS SEWER NOT INSTALLED POST-1992.CITY GIS <br /> IE IN=36. 9(W) I IN=36.92( ) ¢ l7 RECORDS CONFIRM NO SEWER LINE NORTH IN PINE ST.2021 PSE GAS <br /> D n a �a0 m m IE OUT=3 .41(S) IE C UT=36.82( ) d = 3 DRAWINGS SHOW SEWER HERE AS FUTURE.FOR FUTURE EXTENSION <br /> 60 m N v 11 0 c II v II u = 60 60 C501-01 N w n 60 MAY CONSTRUCT UNDERNEATH PROPOSED 42"WITH THIS PROJECT.IF <br /> x II r II II 5 II II '' IE OUT=37.35(N) W 3 °i• IT IS EXISTING,PROPOSE DROP MANHOLE TO NORTH IN INTERSECTION <br /> ?O w Z C)O IE OUT=31.41(E) RI =55.53 W w Mo m m II AND RECONSTRUCT UNDERNEATH 42"AS A PART OF THIS PROJECT. <br /> IE IN=4 .86(W) II II <br /> -- _ IE OUT= 9.34(N) v Z -EXISTING GROU D <br /> 55 S5 55 - - - - - u w 55 �5 RECORD DRAWINGS SHOW EXISTING 12"SD DEFLECTED AROUND <br /> _ EXISTING CONTROL STRUCTURE.EXISTING LINE PROPOSED TO BE <br /> _ ADJUSTED AS NEEDED TO CLEAR WORK ZONE AND SUPPORTED IN <br /> PLACE. <br /> 50 :50 50 50 <br /> 0 <br /> 6 <br /> 12"EX SO <br /> > > > TOP EL=51.2 ' > <br /> L 45 45 W_ W_ 45 45 LL' <br /> E w w w 6"EX W w <br /> 8"C 3 26LF @ 10. 0� <br /> 40 40 40 40 <br /> c 8"C 5 14LF @ 9.6 % O 42,r C 85LF @ 3.4 <br /> 35 35 35 35 <br /> 00 15�3 4 <br /> 30: 30 30 30 <br /> 24"C 13LF @ 4.83 Vj 2 "CS IE 37.46 <br /> V. <br /> ao 25. ..................................................... .. 25 25... ,.............................,.........,......... ------- ------- ....... , ....... , ....... ,+25 20 10 0 20 40 <br /> a 6 FEET <br /> WEST SEWER LINE PROFILE MAIN COMBINED SEWER PROFILE <br /> 0 5 SCALE:HORIZ:1"=20'VERT:1"=5' SCALE:HORIZ:1"=20' VERT:1"=5' <br /> Designed Drawing <br /> n 3 DrawnPTI55ELL J`pf,,TISgF EVE R E TT EVERETT 36TH ST CSO STORAGE PACIFIC AVE PIPELINE <br /> Q.AL ALI F <br /> C511 <br /> Q�O <br /> Checked <br /> A 7 PUBLIC WORKS IMPROVEMENTS & PACIFIC AVE PIPELINE CIVIL <br /> e O. 1.ETULAIN N z �, <br /> NO. DATE APRVD REVISION Design Review Level sheet No. <br /> 3200 Cedar Street WORK ORDER 3765 SEWER PLAN AND PROFILE (1 OF 4) 13 <br /> PLANS ISSUED FOR O PO y-ISTS a"� ,acobs Everett WA 98201 ^f <br /> BID CONST RECORD 30� �S"ONALENO 425.25Z8800 everettwo.gov '3 <br /> s a ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD REGION-10 STATE-WA Q(Total <br />