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GENERAL NOTES: <br /> 1. UTILITY INSTALLATIONS SHALL COMPLY WITH CITY OF EVERETT <br /> REQUIREMENTS. <br /> I ASS. <br /> E <br /> 2 ALL SEWER TRENCH SECTIONS PER COE STD DETAIL 614 <br /> L PAD <br /> coNCRET �. <br /> 1 1 <br /> 3. SEE DRAWING C131&C132 FOR COMBINED SEWER STRUCTURES <br /> :.< <br /> AND PIPES. <br /> � NDONED) <br /> h ;,`. HIf�1 TIF caAVE� 55 IM=54 RIM-sa.so �'� 4. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT/SUPPORT <br /> IE=53.10(s'PVC-E) CROSSING AND ADJACENT EXITING UTILITIES IN A MANNER TO <br /> claH z ❑r SERE' 56 d0i o PREVENT DAMAGE TO THE EXISTING UTILITY. <br /> PI AL) DMH ` � S <br /> r <br /> RIM=56 61' <br /> IE 3 .•.) STRUCTURE <br /> FILLED WITH DIRT a u� <br /> N W/8"DIA CL T <br /> N (THIS STRU JI15 OULD BE in NNE <br /> �) ABANDONE) <br /> IO <br /> 15 i 1 <br /> N, <br /> \ CSO ORAGE T N <br /> sS 1r ® N <br /> 14 <br /> ACE OF CONCRETE 1 <br /> \ SE _ PLANING WALL N KEY NOTES: <br /> 3"W ITH 6'CHAIN LINK <br /> h, ENCE <br /> O1 PROVIDE TANK DISCHARGE STRUCTURE,SEE DRAWING C136 FOR <br /> 14 DETAILS. <br /> 1 / 30"FRP DUCT O2 PROVIDE 8"DEPTH GRAVEL ROAD. <br /> R PER TY INE BASE <br /> OLD LOAD RAMP 23• 1 / N BLA <br /> I /20 A4 I r LA10o45aos O3 PROVIDE CONCRETE ODOR CONTROL PAD,SEE DETAIL X/CXX <br /> ,PILE- -��, <br /> 14 B PROVIDE CONCRETE ELECTRICAL PAD WITH SHELTER,SEE DRAWING XXXX <br /> 3 � Id�ti FOR DETAIL. <br /> 3e HOLE <br /> v 1 D=57.1 5' BORE HO �5 PROVIDE CONCRETE C2 SYSTEM PAD,SEE DETAIL X/CXXX. <br /> w y 14 15 ; O6 PROVIDE 3"RPBA PER COE STD DETAIL 518. <br /> O N <br /> 3 3..W 14 1 "CSF - �7 PROVIDE 3"WATER METER PER COE STD DETAIL 502. <br /> ® <br /> x 4 BASED,�N8 <br /> C <br /> W CANS PROVIDE 3"GATE VALVE WITH BOX AND EXTENSION PER COE STD DETAIL <br /> s- 1 2"W <br /> 505. <br /> l I O <br /> o No s 1 15 18' CS 30 TAP TO EXISTING 8"WATER MAIN LINE PER COE STD DETAIL 514. <br /> o w X <br /> 5 V.W 1 / 11 PROVIDE 8" FM PIPE. <br /> LL <br /> Q IN 8"CS <br /> 14 PROVIDE 2'x3'VALVE VAULT. <br /> = o I ° 2 g ,A <br /> ~ sOCB TYPE 1 Pao No PPRETE 15 PROVIDE BELOW GRADE YARD HYDRANT,SEE DETAIL X/CXXXX. <br /> c SDCB TYPE 1 I']6 O S V SUORT <br /> C RIM=6783' RIM-61.52' 16 COLUMN 6' CHAN <br /> v) IE-62.90'8'PVC(NW) SDCB TYPE 1 P60 I 58.72' a"PVC(W) � uNK FENCE so 16 PROVIDE TANK INFLUENT STRUCTURE,SEE DRAWING C135 FOR DETAILS. <br /> IE=62.80 8"PVC(SE) RIM=66.22' IE 58.72 12"PJC(Fl x�x 21 DMH r( E 36 <br /> `� RIM= 52' 1 ---� <br /> IE=62.48'8"PVC(N) u 2'S H P72 - .35'(54" BASED N SNO. RIVER IE=44=53.9 36"PVC(SW) <br /> IIN ERCEPTO ARCH 1995 rS <br /> IE=62.27'8"PVC(NW) RIM=57.60' .. 4 Rf IE=40.46' 36"CONC(NE) Q-1 <br /> IE=62.25'8"PVC(E) IE-38.30' 36"C IE=36.2 -E) IE BASED ON SIN ER / <br /> _ INTE PT PJANS-MARCH 1995 <br /> o % x—% ��'.TKx CI CHANNEL=36. <br /> ELECTRICAL DUCT BANK FI 0ws EAST <br /> o e C, 4au coNc(w) sa" P2s X <br /> \ 6 <br /> U 42 �S _ O <br /> >` SSMH P16 BRICK-INED <br /> w <br /> ry RIM=68.46' ,L \/ <br /> A IE 43.48'CL CHI NEL �� .y�� {�,F,iT ® 42"CS <br /> 48"E-W - II 811 CS <br /> 36 <br /> --- — - ` — - ' � 4 �- <br /> 36TH ST 7 1 - 42"SS - � 4z s - 40.09' <br /> v <br /> MON <c -- - 4 54 S - - _ <br /> 99- 4 <br /> i <br /> 5 54' SS <br /> E:1306408. 8' 3"W G -- � � <br /> 4"STW G i l -- 4"STW G -- - R FO E MAIN <br /> /4"STW G / 30"CONCRETE SR <br /> } O <br /> w <br /> u ' ANDONE laH 2' F17 <br /> _ <br /> x —a"oi w - -� SEWER FARCE MAIN QGIS PER ACOBS) <br /> � r�o <br /> 30"CONCRETE---�-- n RIM_66.90 TO'.OTTOM OF ST 6CTURE 6 <br /> UG COM � 4"STW G STW G 3 <br /> 2 <br /> o NOTE TOR VIEWER. 10 - W " ¢� <br /> EXISTING AS LINE WILL '\ — R/W <br /> & NEED TO B RELOCATED <br /> -9 m CONCRETE P W/ FACE OF DMH <br /> SSMH P78 4 SERVICE G BINETS <br /> .i CONCREE RIM=54.26' <br /> `^ RIM=62.19' RETAINING SELL CL CHANNEL=44.67' <br /> 31 EL=45.07'TO BoT-qd OF LADDER FLOWS HE <br /> O o IE=37.33' (CIS P JACOBS) NOTE TO REVIEWER: 36"PVC (NE,SE) <br /> a SDce L03 EXISTING FO LINE MAY s' CHAIN <br /> a RIM=68.42' NEED TO BE RELOCATED LINK FENCE <br /> IE=64.69'8"PVC(S) <br /> Q IE=64.69'8"PVC(NE) C'B TYPE 1 20 10 0 20 40 <br /> ainn sz nn- FEET <br /> c Designed Drawing <br /> B. <br /> e 3 D.-QEL <br /> . ALI <br /> AL LI EVERETT EVERETT 36TH ST CSO STORAGE 36TH ST CSO STORAGE C111 <br /> Q. <br /> `heC`e° PUBLIC WORKS <br /> 7 IMPROVEMENTS & PACIFIC AVE PIPELINE CIVIL <br /> J.ETDIAIN Jacobs <br /> NO. DATE APRVD REVISION Design Review Level sheet No. <br /> PLANS ISSUED FOR 3200 Cedar Street WORK ORDER 3765 SITE PLAN 12 <br /> BID CONST RECORD 30% Everett WA98201 42 <br /> 425.252.8800 everett—gov REGION-10 / STATE-WA <br /> ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD I I I I I I Of Total <br />