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SW 1 /4, NW 1 /4, SEC 17 , T29k , � 05E, W. M . <br /> NOTES <br /> ° /�::: : : . ./ s� �'o N, CB RIM=110.2 . <br /> ' °. a /. :: � : � :: • :j � \ E 6" DI (NE)=109.24 <br /> o <br /> W 1. DATA PERTAINING TO SIZE AND MATERIAL OF WATER MAINS AND SERVICES ,� °° ° /: ` \sa <br /> _ ___. WAS OBTAINED FROM COE GIS DATA. THIS INFORMATION NOT FIELD �14•01 �, . ° • fr <br /> : �,P,� . . \ <br /> a/ VERIFIED. _' ♦4 '�: \\\\ ' <br /> i / 2. ALL WORK ON CITY OF EVERETT MATINS INCLUDING BUT NOT LIMITED TO • <br /> , - <br /> CB CONNECTIONS, METER INSTALLATION, TURNING OF VALVES, AND RETIRING �•+ = °: �o :NN <br /> • <br /> �� NNNN & R <br /> SIGNAL <br /> RIM=106 60 SERVICES SHALL BE PERFORMED BY COE WATER DEPT. CREWS AT ♦• v ° `s SIGN <br /> ° I OS CONTRACTOR'S EXPENSE. WORK PER SEPARATE UTILITY PERMIT BASED o <br /> q IE 6" DI (S) 1 C�4.80' v ° + - . �'\ O�/ _ <br /> ON A COST ESTIMATE PREPARED BY COE WATER DEPT. AND PURCHASED ♦ ° . N ' 7O z <br /> BY THE CONTRACTOR. ALL COE WATER DEPT. WORK SHALL BE 10 0 10 20 �° J ~ sa <br /> A SCHEDULED 3-4 WEEKS IN ADVANCE. �. vO :\� = w <br /> � ''T i <br /> �\ RED BARN ENGINEERING INC. <br /> ' 3. EXCAVATE EXISTING SERVICE CONNECTION, REMOVE EXISTING CORPORATION SCALE IN FEET ,fit : - . N. :�'�� {n s \ f ASPH 6610 NE 181ST ST STE 2 <br /> STOP AND INSTALL BRASS PLUG. ° m o w KENMORE, WA 98028 <br /> v 4. REFER TO CITY OF EVERETT DOCUMENT TITLED 'EVERETT WATER ♦. ° ''' T / sway <br /> I . ° I 414144.444444144444440- 3X PH. (206) 200-7174 <br /> a DEPARTMENT RULES & REGULATIONS" FOR INFORMATION REGARDING : :p. : . . : �� I <br /> s y Op REDBARN-ENGINEERING.COM <br /> - REQUIREMENTS FOR WATER METER INSTALLATIONS AND CONNECTING TO ° ° <br /> ° THE CITY'S WATER SYSTEM. <br /> v I 5. CONTRACTOR TO CONFIRM EX. SSS IS 6" TO BE REUSED. IF SMALLER A .' .N / ' '0 . "'NN <br /> �� , a\ <br /> NEW CONNECTION MUST BE MADE TO MAIN. •` <br /> 6 404 <br /> '' 811 <br /> . CONTRACTOR SHALL SLEEVE PIPE THROUGH FOUNDATION WALL. ° +` • sa <br /> U <br /> ° CONTRACTOR TO COORDINATE W/T STRUCTURAL ENGINEER. SEE SLEEVE / . <br /> W/LABELS. MINIMUM SLEEVE DIAMETER IS 4" LARGER THAN PIPE DIAMETER .,g ° \ '-NN, \(`% ' °`� <br /> 41.50 ° 7. SLEEVE SHALL BE DUCTIVE IRON CLASS S2 AND HAVE SPACERS , 4 <br /> 41, <br /> 3 ,, <br /> INSTALLED Q d •*, <br /> ii <br /> UP PI" TRAFFIC �® ± o�+ o G,a • <br /> • 3 '' L° SIGNAL LO( + v v \ <br /> a /`- .� N BR , '° AYE 'S ■ d� <br /> m \ OT TH % 4Dwq a ` p ��,�, �J� ., �' CALL BEFORE YOU DIG <br /> ow -. / CURB7 , 99) <br /> y • j <br /> of WAS y <br /> v . tl �. ti. �� _ o <br /> S O U T a , �, ti�'. <br /> , ::: <br /> ■ v p <br /> ° BROADWAY AVE _ � . ° w •W co r :, <br /> v.a <br /> j <br /> 1- < EY NAP � < <br /> vN 1?," 45286O° = 80' 4 Q" + rSFGISTE ' �o o � `! ' <br /> " � TONAL/uuYxxvx qqCURD v ©> ®23 © .1 -WM 6" DIUp <br /> W W W W W IE=108.`76 ° vti a ° ° ° °. ° <br /> 9 7 <br /> o Q -SAN. SEWER POC #2 ° <br /> DESIGN BV <br /> v <br /> w r' <br /> w w w °_. CONN N To Ex SSS. °. ° : ° ': . a°. ° ° SD sD I , DRAWN R J W <br /> v. <br /> a WM VIDEO PRIOR TO CONNECTION ° b °. SD <br /> ° AND SUBMIT F OTAGE TO °:`. `I ° AQ .. ° o so CHECKED RJW <br /> ' 0 T f ' LAN OWNERS REPR SENTATIVE <br /> a CSC <br /> ° FOR REVIEW. a °°' , ° °. :° ° ( ' FW- rn <br /> v ;°° SEE PLUMBING PLANS7 <br /> - FOR CONTINUA ION (SEE NOTE 5). ° ° " DESIGN/BUILD / 0 N <br /> �/ �, • °. a I PLUMBING TO ROUTE <br /> a ° TO_GARAGE CB /1, <br /> a s N C0'36'31" E 133, 2' v v 1 <br /> . _, <br /> (nrFn AE= 2nnRi 9nn 74) <br /> LLI <br /> I— (ID i i <br /> L .Li_o_ LL, ■ i___ <br /> Cs ❑ 0 - ...-....-..--------0 ❑ a I ; L <br /> , L/ <br /> I— - T'3 I ' 42 SD SD D I <br /> / <br /> qr.., 1 14 g , o m <br /> o 11 5 / 1 CONTRACTOR TO , 1- <br /> - ® : PROTECT EX. SSS <br /> _ z I ; TO PROPERTY TO > Li <br /> I- I W <br /> CL <br /> ° 0 0 0 II 0 0 0 0 Co I CATCH BASIN TYPE 1L WITH SOLID COVER PER CITY STANDARD 403 SAN. SEWER POC #1 - <br /> w i GARAGE CATCH BASINS TO BE ROUTED TO FLOATABLE MATERIAL CONN TO EX SSS. <br /> cuv = 41.50' - - I SEPARATOR PER COE STD. PLAN 413 PRIOR TO CONNECTION TO EX. 1 VIDEO PRIOR TO CONNECTION ' <br /> i SSS. CONTRACTOR TO PUMP AS NEEDED TO DISCHARGE LOCATION AND SUBMIT FOOTAGE TO <br /> + - X .� ' FOR CONTINUATION SEE DESIGN BUILD PLUMBING PLANS OWNER'S REPRESENTATIVE <br /> a `�' o W I'; N 00'36'31'° ESD.89' sao APPROX. MECH SEE PLUMFOR BING RPLANS I <br /> a . '.::.I ° ° ROOM DCDA REQUIRED ON FIRE FOR CONTINUATION (SEE NOTE 5). _ <br /> �.'.' FDC TO BE° o RISER C ROOMATED INSIDE <br /> - ,,,\,,. ,-6 <br /> WALL-MOUNTED ' n <br /> j.:.: � APPROX. REMOVE EXISTING 2" METER- _ <br /> \.. d SPRINKLER AND RETIRE SERVICE. <br /> 1P 200 ° .. �� z RISER ROOM SEE NOTE 2 ' EX 1" WATER SERVICE TO 11' <br /> w14 56 `` \, . 6 > nr <br /> • pGAS METER rA7COO8 ROOM FOR DOM SERVICE IL - <br /> - L.1 0 W W <br /> SSMH RIM=116.90' <br /> CEN`fER OF8" PVC CHANNEL �. .. . CB <br /> (N., S. & SW)=97.75' 'PI .. 4.>` , r <br /> IE 6" PVC (N .)=17-4: . '. 6" <br /> . • - SLEEVE • <br /> �--- �----- ---- -- SEE NOTE 7 . .. . . .. . . .. . . .. . . .. .. .. .. . . .. .. .. .. .. .. . . .. .. .. .. .. . _ . .. . . .. . . .. . . .. .. .. . � '.� � .'.'. .. . . . . .. .. . . .. . . .. .. .. .. .. . . . . .. .. .. . . .. . . . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.. ..'.'.".'.'.'.'.'. . . . .. .�E-�- . .'. .'.'.'. .. .'.'.'.'.'.'.'."_ <br /> 20--00 +9Q s ss ss ss ss ss?1+50 02250 23�z s 0+00 ss _ Ss s ss s ss ss s1 , s� ss s .r I— -I I --Iss ems- ss I ss I ss t s+742?c° I I I I - - _ _ -i--- <br /> ss s, s ss ss s ss s ss ss J <br /> _ 3 — a <br /> C w <br /> U C7 p <br /> rY <br /> w °� q G? SSMH o ■ <br /> RIM=117.29 O SSMH RIM=11 .19 EX 2 GALV W <br /> Q CENTER OF 8" PVC CHANNEL (13 <br /> I o CENTER OF 8" PVC CHA SEE NOTE 1. - EX 1" COPPER <br /> as (N., S.)=99.74' io �v (N_, s., W.) IE=102.74 SEE NOTE 1 <br /> IE 8" PVD (W.)=107.34' ■ W <br /> N J J J BROADWAY AVE RETIRE EX WATER. O <br /> " " SEE NOTE 2. <br /> r7 M 1-62 T TAP <br /> TEEALVEAIL W _ <br /> o G G G G- G G G G G G G G � G G G G G G G G G G G , G G G G�CURB G C G G G J I— <br /> rn <br /> N SD SD -- URB PER STD DWG NO 514 �' ) I- <br /> s ° w ° . ° 2 SERV w PET ' PSE'(WORK / a. ", ° a ° \WO TO�,BE Y AT v ° v ° Q W O �-- <br /> ° ®°. tl RK PERFORMED COE W rY <br /> v . ° ° ° ~ <br /> t . °„ a a TO B• PERFORMED B' PSE ° ° CREW .AT CONTRACTOR'S. EXPENSE) v ® .v I: ° a I ° _ <br /> a v DLPT: ° <br /> v v v ® o' ° v v a v v °' v G a� ° ° ° ° <br /> ° I ° ° OWNER'S <br /> ° SEE NOT °2 ° ° ., . . v W <br /> r .,--.d °. ° ° AT OWNER.S EX`RENSE) ° v q tl <4 ° a ° ,; W ° <br /> a " }, - " rr Ott- i7 . <br /> U ° . , ° 7 ° a q" w w tit --......�'. 1 v W w W w Vcr W I-- W <br /> (2 4.!.: w . w .° w r EX W t v W � v t w a° � W ' w. W •,: w W w .' a c7 � a 12"CI <br /> ° <br /> w w \a t Q €n _ W <br /> ° ° . o �• ° ° 2" SERVICE WATER 3„ DEC �' CONC. DWY ° ,� Q. <br /> w ° q � PER STD DWG NO 502 ORK 0 BE Q" r1ECv :u - ---uP uP---uP a a" Dec SHEET NO.: > 0 <br /> N 6 TAP FOR FIRE HYDRANT ASSEMBLY (WORK TOLLJo P RFORMED BY COE WATER DEPT. CREW a <br /> Y '� 1 SSMH L �sPRMED BY COE ATER DEPT. CREW AT , A a LL" <br /> I a 1 RIM = 117.57 CONTRACTORS E PENSE , SEE NOTE 2 2" DEC 'AAT OWNER'S EXPENSE) SEE NO E 2 0 , a ° 4>� DEC 1 r C 4` 0 oci <br /> 8 CENTER OF 8" PVC CHANNEL ) S� <br /> N (N.,S.)=100.18' 1 SSMH V <br /> CONTRACTOR TO VERIFY RIM = 119.62 RB PROJECT NO.: <br /> _! CENTER OF 8" PVC CHANNEL Ce <br /> X (N.,S.)=103.52' — <br /> CONTRACTOR TO VERIFY <br /> N <br />