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s<'' <br /> 5T„1 <br /> � N <br /> n r� <br /> C. NEr m <br /> m <br /> N C fD 9 <br /> O y ti <br /> N D <br /> N <br /> W <br /> cn <br /> N T <br /> v •C <br /> W c A _ zo 10 o zo ao _ID 0 W rn <br /> f _ - --- /j/ a SCALE IN FEETCOP pdOJ 3 <br /> / R <br /> 1"=20' SOH'H5�0 <br /> FIRE SERVICE i <br /> � METER NOT <br /> REQUIRED 6" FIRE METER PER COE STRE "RESTORATIO / /� Ir <br /> STANDARD DRAWING 503A PER OE DETAIL 326 W a ro Lo <br /> - - -I Z <br /> 6" FIRE TAP / - W v o n <br /> __ CONNECT TO EX MAIN 1 DO�b,"tAP / Z <br /> yNfCN co I - to N <br /> / CO T TO EX MAIN _ _ Cn m <br /> BROADWAY AVE _ - - - 0 z 0o <br /> - - �- - co <br /> / METER PER COE Z LL1 o 00 N <br /> FDC PER STANDARD DRAWING 502C fl J r <br /> / COE 515 ( 5.28 <br /> _ - - - - LL <br /> 67LF 2'PVC SEWER =- - - - i� -- 434.8 _ - - U <br /> FORCE MAIN -- _ - _,- - - = 0(f <br /> .`. --------------------------------------------- - m <br /> 3to (6 <br /> 4 j - 43613�i. LL. .'.`.LL.`.LL.LL. Q <br /> t+ .4 7 25.: .LL.LL. .436. 8L. 434.35 <br /> _ %` <br /> m <br /> M` N: 38.0 '/ :'F3.':f '.'?' _J J J J J LJ LJ J <br /> r - - V 2 . -------------- 432.62 m.' N O w <br /> Lo <br /> MEA R D WN: 43 . 1' :':.':.'•. -- -- -- -- -- r-- -- - J <br /> •`at `•�' •�. 4':':.:iC•:C•:':.•:..'.,. L- L- L- L- L L (n N <br /> / 4 SEWEk-PUMP J J J J J _J _J L_ J L_'_J L_'_J L_ J L_ J L_=J L=; L_ J :'•,' _ fn Q o Q o <br /> _. .LL.LLLLLLLL, lip <br /> ........:..... . <br /> i. <br /> . ......•r. lii I RIM=435,65�--, '•.li C)W 00 <br /> NEAT SAWCUT, ---;;151Z TBDI 1 L'J L'J L'J L'J L'J L'! L'J L'J L'J L'J L'J <br /> L <br /> MATCH EX GRADE'_. J -J <br /> / n -- --a. =- ,TYP,EIrN- Blr--1 r- - -- -- -- <br /> ........ .-- IMr4 5175�_J IL• IL• IL _- <br /> ................. <br /> I <br /> I <br /> ® SAC.:•:',... <br /> 8• ::........... u_ rIE=42r5.79 12"7 7sw 12"srE� r r _ PROPOSED r r r -J L-J <br /> F- _ <br /> / = cI 12 BUILDINGNEAT <br /> / J l RIM ELEVATION: 436.23' 43T,p.........i * F`JII E�� --------------- ---------- J--------TYR€-LAB i ::.`- WCH m <br /> LL-`.LLLL' 4701'•.:•::• 4 -JL -=435.73 FF= _ 4 MATCH E <br /> --�. �•246rF�12429 00 RIM-428.2rC1�SN12'cr� GRADE o <br /> / MEA RE DOWN: 426. L J <br /> NEW E 426.03 437.34 :' ' lE- 258Ti "SPr-f2"SE IE=424:561I <br /> r l . I ■ L` REPLACE EX CB W/ a <br /> 12"SRO �. �. 171E 12"�VA �98.0% ::t_ <br /> �. L J L_J L_J J L_J L_J I I L_J L_J L'J L_J <br /> 437.50 11 <br /> 1 SD kL�4 a CB TYPE <br /> 437.50 43 50 IMf 73 "�' 29.p6 L- L- L- L- L- L= L' L= ti�(28.00) RIM=427.62 <br /> ' '•.••••....•, .. _J J IE=42,5.4 J J J J J J J _J J <br /> 0c..:....._;.. :.,..,.....357i,.i'::.; IE=425.67 <br /> IE=421.52 (12"NW, 12"SE) <br /> 121 F� 1$"PVC I 26.80 (12"SW) <br /> PERMEABLE L= L= - L- L- L- L- L- L- L- L- L= ° �=L_J 7 J J L_I Z_J J J J J J J J J J LL_J y <br /> / CONC WALKWAY 4;i: :::'.'':'.'':'.''.'i'`.'.:'.':'•.':':'•.. N 27L 1 'PVC <br /> L= L= `` L- L- L- L_ L_ - - 2L �2"PVC ; <br /> \ : .::::: :::':.':':':': .'::':.... J J L� L_J _J J J J J J 'TEEN ®T429.00, 2.0% IN <br /> EXISTING BUILDING ..:': ::.......::....:• - - _ CONN C TO EX VAULT <br /> 432 90 <br /> TO BE PROTECTED <br /> o / <br /> J \ o a I 9...... ..... <br /> 42 00 <br /> ::'.:'', 428FJ1 4 <br /> NEAT SAWCUTiINE 2880 <br /> ::•'•'•'•: ..:'.':':r.�r:r.:. .... : MATCH EX GRADE <br /> 166LF TRENCH DRAIN �. <br /> a \ \ _ a:'• ::':':':':'(i:'i.'i'.::':'•.:'•..::�..•....:, ..... .. i. •,r{{..:..'.•.,••"' EXISTING DETENTION ®- <br /> :.:..'..':'..'. . .. ."'.'CCCf. MATCH PROP GRADES o i <br /> z :GOTICREI VAULT TO BE PROTECTED_ y/ <br /> o \ \ "v.'''.''''':'.':':i':i':<::::::. .'.':�''.). APARON;..C� IE=427.00 - -- -- - <br /> N <br /> j \ \\ r433.00) - _ :.''B{1}:L'•A'R(•1..•;:.i:•: <br /> _ _ 3 <br /> _ Q __ O <br /> CL <br /> �- ---- ��� -- --- - - GI#15 <br /> �1EAT_SAWCUT L_ - _� <br /> -- RIM ELEV}sTTO[J: 129 �3'f ___ ---- - -_ W <br /> =�NATCkf EX GRADE f=_ _�_ MEASURE DOWN 426.03' j _ <br /> NEW1E 428-24 12E - _-_-- -___- __-_--_ > Lu <br /> n <br /> IT o <br /> d ® I _ ' Z O ;-� - - <br /> Z Q W <br /> a } <br /> z WATER NOTE Z m Q <br /> c� 1. WATER CONNECTIONS TO MAIN TO BE PERFORMED BY CITY OF EVERETT PUBLIC WORKS CREWS UNDER SEPARATE > <br /> ? UTILITY PERMIT BASED ON COST ESTIMATE PAID FOR BY APPLICANT/CONTRACTOR. Q Q <br /> tD 2. FIRE CONNECTION REQUIRE DCDA WITHIN 70-FEET OFWATER MAIN PER COE DETAIL 515 OR 523 0 � O k <br /> o SEWER NOTE: W <br /> Ir <br /> N 1. PUMP SHALL BE INSTALLED PER MANUFACTURERSSPECIFICATIONS. LEGEND: m w N <br /> 2. ANY PLUMBING WITHIN THE BUILDING MUSTCOMPLY WITH THE CURRENT UNIFORM PLUMBINGCODE AS AMENDED <br /> o BY THE STATE OF WASH. 2" GRIND AND OVERLAY ASPHALT <br /> i 3. THE SIDE-SEWER OUTSIDE THE BUILDING MUSTCOMPLY WITH THE CITYS DESIGN ANDCONSTRUCTION STANDARDS. PERMEABLE PAVEMENT d,a. by d by <br /> 4. OTHER METHODS FOR BACK-WATER PREVENTIONMUST BE APPROVED BY <br /> TFD BY THE CITY. CONCRETE PAVEMENT scale date <br /> N <br /> 5. PRIVATE MH ACCESS STRUCTURE MUST BEWATERTIGHT,CORROSION RESISTANT k SUITABLEFOR UNDERGROUND AS SHOWN 02/07/2 <br /> BURIAL COVER MUST BEGAS-TIGHT,LOAD-SUPPORTING AND REMOVABLE.RECOMMENDED STRUCTURE IS ------- SAW CUT LINE doe <br /> �I REINFORCED RI)CONCRETE WITH BELL UP.PROVIDE MANHOLE(MH)FRAME AND COVER(STANDARD <br /> DRAWING O 2022161 <br /> M <br /> x 6. COMMERCIALLY MANUFACTURED FRP PUMP W17H SUMP IS ALSO SUITABLE. <br /> a <br /> N <br /> 17., <br />