2930 MAPLE ST 2025-03-27 - Laserfiche WebLink

' I n KEY NOTES: CB I05 RIM=sa.1 CSO1-02,TYPE 2 MH(72") IE=51.58' 12"CONc-N STA=10+32.56(-22.68'LT) 1O PROVIDE NEW MANHOLE AS INDICATED ON PLAN AND PROFILE.MANHOLE FACE of s'PTALL IE=51.64' 12-CONC-s TYPE 2 PER COE STD 606. Cg g10 UNABLE TO OPEN CONCRETE RIVACY - WALL "S OP" R1 =54.36' SD H 624 SSMH Bob RI =54.95' CS01-03,TYPE 2 MH(72") E2 PROVIDE NEW MANHOLE AS INDICATED ON PLAN AND PROFILE. RIM=55.28' Y T E 51.1e' 1z"coNc-N STA=11+17.49(-22.72'LT) 1 MANHOLE TYPE 1 PER COE STD DRAWING 605. V M�45,20' 8"PVC-W(SLEEVED) �c IE 51.74;8"GONG-W - IE=45.40 CENTER OF IE- - ESTRIkN CROS$1NG" 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. 20 2 IE=so 2r 12'Pvc- sswAL EXCAVATE AND BACKFILL TRENCH PER COE STD DRAWINGS 614 AND 615. 3 815 16 4s w 481,UNDER CONSTRUCTION Ln E c-� 5 4 48 w I 48"w � 13 CONNECT TO EXIST MH. I IS Boe SI _ Bos 20 uc vc -0°Pw uc rc c "d'0 z 14 GROUT ABANDONED PIPE OPENINGS AND RECHANNEL MH BASE AS RIM=54.66'' 1 MONITO G WELL NECESSARY. IE=5287 8"GONG-E RE T 4 Pothole alsWcture NW corner antl Q OM=55. I trench northward as necessary 13 14 =37.31' c_ 3B Io"ato northern extents ofstructure. 0 15 ABANDON EXIST PIPE. ••c I-_ E TER of CHANNEL( Y o _ w s`LID 8"rCSs s - a2 coNc s- FL sT aRICKUNED 4a" ENC ) Lwi1 16 REMOVE EXIST PIPE AS NECESSARY TO INSTALL NEW COMBINED IE=41.85' 12" NC-S(APPEARS ABA DONEO Pothole M structure NE corner and ` - -42"SS, o - 4 SS - -42"SS o - 42" SS - SEWER. trench northwartl as necessary to k \ 3 a o + wlocate northern eMents of structure. IE=39 60 C Pothole...It. set atnortnem - - A E -� - - ry 20 PROVIDE STRUCTURAL SUPPORT OF EXISTING FACILITY AT CROSSING. 2 - - - structurewaS - - 8" -�8" 24"CONC W-N FLOW NORT �8 TOP OF CONCRETE ELF AT DDER=4.89 2 S TE44 Lv Q BASE OF WEIR AT WEST FACE=4.82' ~ TOP OF STEEL BEAM FOR WEIR-46.5, -30' SS - -a0"ss - -3c• 30'3q"SEWER (GIS) e S' N 3 - SS - w TOP ADJUSTABLE WEIR=46.8SO 3' SSMH B2 2 04 0 a z 2 C1-07,TYPE 1 MH(48") -u- -- -- -- . T LT y)- me en D.sn STA=10+17.98 -80 � ( ) 161�4 'E IN:6®N WkEi GATE _ 5' 0"CONC E GATE u 4 ,8„CS 1 E .. C501-01,9.4x914'C H 12"DI w iz"DI w 2-DI w 1 IE= I„ S_TA=10+33.10(-6.95'LT -Pw UG-R ^ PWR M/b CB 852� uc mtr�,uc P s, WV LANDSCAPE LID 4.9 KI\\/77" r=54.62' -RI = LID 54.71 1q' �2" i�q" E=s1.e7 e"coNc-N TOP of REMOVE EXISTING MANHOLE p p = M/a - /d IE=51,87 8„CONC-8=5z.1r 8„CONC-S �, �d 0 0-0-0 0-0-0 0 0 C C 8 S E POLE, o u 5 U W UTIW UTI�� 6'WROUGHT NO SIGN ASPH LT ��"RIGHT LANE MUST "NORTH", IRON FENCE- "STOP" TURN RIGHT' S„ NOTES TO REVIEWER: euslNEss AS-BUILT NOTE �11I H �1 ACTIVE EXISTING SIDE SEWERS TO BE VERIFIED AND SHOWN ON DRAWINGS DELTA HOTELS" AS BUILT ELEVATIONS AND STRUCTURES INFORMATION OBT,INED FROM CITY OF EVERETT CONSTRUCTION DRAWINGS FOR WO 2473 DATED 3-6-1995 AFTER 30%SUBMIT TAL. 1 �2 12"HP GAS TO BE PROTECTED IN PLACE.CLEARANCES TO BE VETTED WITH PSE. SITE PLAN CITY GIS RECORDS SHOW THIS LINE AS 8-INCH SERVICE LINE TO SCALE:1"=20' ADJACENT PARCEL. ® SNOHOMISH RIVER CSO INTERCEPTOR-SCHEDULE B RECORD 65 EXISTING GR UND 65 65 65 DRAWINGS DATED 1992 INDICATE THIS LINE DID NOT THEN EXIST. _w_ SSMH B08 CS01- 2 REVIEW OF EXISTING CONCRETE PANEL ROADWAY AGED IN EXCESS OF a Z RIM=55.4 RIM=55.11 H 4 50 YEARS CONFIRMS SEWER NOT INSTALLED POST-1992.CITY GIS m a IE IN=36. 9(W) I IN=36.92( ) ¢ l7 RECORDS CONFIRM NO SEWER LINE NORTH IN PINE ST.2021 PSE GAS 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 60 m N v II o c II �v II II = 60 60 C501-01 N u+ n 60 MAY CONSTRUCT UNDERNEATH PROPOSED 42"WITH THIS PROJECT.IF 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 ?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. r^-tutu us-- �wwwIE IN=4 .86(W) II II -- _ IE OUT= 9.34(N) v Z -EXISTING GROU D 55 S5 55 - - - - - u w 55 �5 RECORD DRAWINGS SHOW EXISTING 12"SD DEFLECTED AROUND _ EXISTING CONTROL STRUCTURE.EXISTING LINE PROPOSED TO BE _ ADJUSTED AS NEEDED TO CLEAR WORK ZONE AND SUPPORTED IN PLACE. 50 :50 50 50 0 6 12"EX SO > > > TOP EL=51.2 ' > L 45 45 J J 45 45 LL' E w w w 6"EX W w 8"C 3 26LF @ 10. 0� 40 40 40 40 c 8"C 5 14LF @ 9.6 % O 42n C 85LF @ 3.4 35 35 35 35 00 15�3 4 30: 30 30 30 24"C 13LF @ 4.83 Vj 2 "CS IE 37.46 V. ao 25. ..................................................... .. 25 25... r.............................,.........,.........' ------- ' ------- ....... , ....... , ....... r+25 20 10 0 20 40 a 6 FEET WEST SEWER LINE PROFILE MAIN COMBINED SEWER PROFILE 0 5 SCALE:HORIZ:1"=20'VERTA"=5' SCALE:HORIZ:1"=20' VERT:1"=5' Designed Drawing n 3 DrdwnPTISSELL J`pf,,TISgF EVE R E TT EVERETT 36TH ST CSO STORAGE PACIFIC AVE PIPELINE C511 Q.AL ALI Q�OF Checked A 7 PUBLIC WORKS IMPROVEMENTS & PACIFIC AVE PIPELINE CIVIL E 1.ETULAIN N z �, NO.. DATE APRVD REVISION Design Review Level sheet No. 3200 Cedar Street WORK ORDER 3765 SEWER PLAN AND PROFILE (1 OF 4) 13 PLANS ISSUED FOR O PO y-ISTS a"� ,acobs Everett WA 98201 ^f BID CONST RECORD 30� �S"ONALENO 425.25Z8800 everettwo.gov '3 s a ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD REGION-10 STATE-WA Of Total