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HomeMy WebLinkAboutzS-2333Set1T76 wem TEE III n co & EMSE It ■ G 1 BLDG �` 3 ; ■ TAP T FINAL MKCTM oR �o PROJECT BEnaRLA(nc ao C 1 xr r PIG AFTER aFJIMNC a [L x x DW IN CASE 3 N 1E■ S IIE AT 1FIS PONE) ; � >_ U) aEV ss ss am of EX FN >E5R[c DETAI YAIff ■Dl SLEEVE MJJ a 8'SPOQS h w REmDR DAMI �2a►— 1 ov — k1A RW z� W W w 8905'08' w I 1' RRIGATI'N SERVICE k M6t61i. o = pg-- 32� � - / n o ���. S.W. 39TH STREET CITY OF RIM SID. 8106 � = 3ss.s2 - N $� 4� w CL i 1 DMILE DU VALV ffiASSB1BLT - � w �- U =44.57 ♦ —227 $2 m _ �_ _ KJ — -i�- _________— �1(K _- _______ �l �� 7777 - S '? LZ Q Fw- �c wA ` ®� -- r - -- - sue -- _ - -� 7777 -- - _ _ L El U a 1- - -- ; _ � -- �—� I ,0' EASEMENY ' ' 15�i) D8 P I 36s.$2 I i ,' =c- _ S o ' EE Y _ �/� j W 1/ 30.92 G Q V o 55002 i� /61c`1%1Y7 ! "L "l/ /1 r Sfl x{25 % w L = 41.22' 1�1 -�� �3 / lt�c �.tlr s 5 @ @@ �' i/1 H 85 4• / ! / 1. / / i,/ �. %!� Z W W � I � �ii i/ ��� / f �'�'fj / � i�„ r ,1 15 "DE Noe / / sD —�— � co O W W E" < ; / j// �!/ % / /j� /L ! r ( L i 1 wAmt -� � f �.bLso —_ �� � T i� 01- 1 8233'08 F r i R 55.00` a E cn U1 i / ! " / / / if: % 1 z 15 HATER -- , --- 7777 -- EL d O J XC ii i� % F �� I i'3 i I EK i RtIpVALOF F 49s tt Ct i 2 m z m O (/) Q z vi r 1 r s� // �/ f w d (/) d o W L 1 iii i. _ � � ��f /, / ' � � °' i i ��-' N Y TAP a 2` LX FH O (Q ��AS�YBLY C�-0tt i ill rf —sD-- — — — SD- - -��t —Sroj- o n r r r 2 Zi (8 I 1 10 g °QZ» Q 's i ( �/ / / % 'Ei //ice►` tz92 r ' 91 LF 01 CL 521 (� ; R 1ESING DETAIL - 0 o W a I Z u i f i/ ODE 1 1 p I�� r //. „� i 15 �E NAIER i i t F+•1 'Z C'i r r �' , / �f f / / F 1 1 I EASWIT 1 1 1 r ! r i f� Fi �1 FH ,y ,,r, ® � 3•E ' z - `. ' ( /,! /�% j/ /�/ i/ .� ;/ / i ;/f rf,/,` 4r/ _t t__ �_ = _� 1 ` _1 Itt _ �DCOCK _ l \\ y , $ i 12%8' TAPPING TEE WI / / _I�wkd3f /� f / i s /// - 7777 -- -- -i N T I w 1 [-r a 1 T VALVE . i 0X BOCKNG 59 L l 1 PER CITY ff AEItiQI SID Bt01 /! /� /� �� :� ! ,, s` 1 euo tQ 191 1 rmrn euo eLlrfY LE 1590 • rt r o __- S I,ELEPHONE NH m _____— _____— _ \ 31 �AP L f 1 _ PY fNSFRT Y-Plf• '�- - - =��.' - ' - m - - - - - 1 YY -- -- .�F � � .=I 0' N NEW 8" IIIE AT TH15 PORT) __-- --- �__ N �'S513' 555_ -° mr iESING OEUL 7777 7777- 1 �- �` -Y- a� _ AFTER ALL Ttnl aEANNG a 7777— gN VD Cj Cp�EEVE �M 1� 8'SPOQS a Fill 21i P1AlROAD R10HT- OF -WAY a �;61'�_ C� { � " g x x z z z z— z 99• . +D4 FINAL CAI€CTION I CMC. WMEHCU% BUMING SANITARY SEWER AND WATER PLAN NOTE e R Y -_ SEE SHEET C7 FCIt CITY OF RENTON STANDARD NOTES it I a 1 q '% SEE SHEET C8 FOR CITY OF RENTON STANDARD PLANS 'V; ElIM � IAU A 6Y- PASS 3/4" Mf:t6R. f � ~ - foommiROSSb� a M et`u t10utlt6o toy g -j' 330 a z 4 1 t .^ .. ii �Rh Only a � 3 .................... aSN 39TH SL . ............................... --- - -- - - - -. ._ -. . .... ---- - -- ....... ....... . 7..777 SAw Q1T E185L PAVt - - 7777. - . . - - . - .. - ...... q��ppVE a REELACE ' a .... PAYT PER -UTY {1F - : RENTM STD.: H032 o .. . REMOVE a REP[ACE .. ... ..... 7 7 : 7 7 • - - . ...... ...... . . .... _ EASE: CURBS a: ' ...... ... - _ } .. SMALKS 7 7 7 7 _ m . . - -- -- .. .. PA ARO PA ROM RUM LANDSCAPE _ -SARCIR vEYY�1T REtiovE AND 151: L.F.:B' ]P.: CL: 52 90 L£ 8' D P. Cl_ It 91 LF: = DIP. CL 52 : 8:11. 11' W.P. Q 52 : mgr �. s,D. 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N CONC BL G 7 7 7 7 . _ . a GV: CONC: BL1 G Md............... .. . LE:15:9:NEVI 6�510E_S1 RQt .. ... . SF # F1L Y F.ML LE t3:21 .....::.::.:.:.: :1. 1f.t9.: _ ...1 //. t.1 .. LE- 1235 1 8:......: :LE]L19:.... E 1.9 ....................... 10 ._.._............ ----- - - - - -- - --•-•---- - - - - -- - -•. ........ .. ... .. .... ..... ..... ....... O 1: Z: :::::. 3.:: .:: - _ t 2 3 4 :: 5 4 4 WATERMAIN PROFILE PROFILE:: _ PIVATE :FOIE MAIN Z - =: . . 1' =40 HORIZ, dL 1" =4'- VERT. : .. ::: ::: - .::: :. 1' =4b� HORN. � f' =�' VERT: - A,1, w_�3�303 C /�, w- s1�3a/ DASWM smla/gM MOM r.�WoWuiza -- 7777 -- --- --- - - - _ 20 4w, ROLT', Is R F Rl,�� 9 G a 3 I— m 0 (ns�if8 V c 1 I c O (/ ) C'- w CD > Ld J C_ Q p U w W orf T � Q Q U °� Z EL M OW W aQ w C'_ U7 cif U U 1¢- J z �m Q � Z N C3 a_ v� .: � w Z Y OO 3� E- 1 l ° F. �W M�I W a d :° E 'E y OF4 1L C ° C O p a� W� z z� m O W rn $ W d� m d� F d � a UI W z s �F d A SANITARY SEWER AND WATER STANDARD PLANS cm. 1.K rw -~ M.E to 0- r -90 ai D°v oe .Fr QW Ealra •- CM.. ft +i121r IRE' .1. UGL 7-tir IrKt WaYE nc44 rw r-vr wx cooceras •vscrat.eOrwaR c r i ma r (< sr" Atlw .l-cl Earcn FAX mom a s "s"aw [au•I- E ro 7TF F(W N [V.ccsa ro race BE IM r .ssEOU rtlt . -1/2' saa°. rla •r•ea•t Enwta ro a uses r atanlEa k' H... - wM r Z 2FaBt1►aow tru :WC w n �snlsasq sae -..R seat "w mar am Now -K%t m Os! R a.4c Fm.wF m st..r2 r w SECTS slm+'EV'A2 ca.mic aRFFf. - %me socIlm mob. 10 Fa i cm 10. w Vm Er Feal¢ sac amm "TE save ae a"OW& t. Now" m .,af. r 2ICTI E Io PVC CLaw a cTAEt. tom %aim 7 Ev'ts 3w K.. F.... '.lrARJF 1r M F SEE 3r2 EMIL F= M 42M CMWIE Kw- 1 a Fr ••MIFt• -P" ON-M P.Zzm wr .. EHO on S cw Fin trap. FIRE HYDRANT ASSEMBLY LEVEL Rt. tao.. 'aim 12M r atra ti 0-0.2 aw r'.Nas 1 - ow IIFM mm)" t FIVE NDONNF ASSEiBLIr DETAIL FILL CUT A80l11D taTQlFiON HYDRANT LOCAT113 N IN CUT OR FILL • s21AN1■rFrE aED. DW 1S 1992 ns s..ct.e t..e a o+a 22F 2r -1111124 3PP�S10r2 T NOTE: ALARM CONDITIONS SHAD- BE CONNECTED TO A 24HR. AUTO DIALER TO THE 'PUBLIC STORAGE' MANAGER. INSTALL 'CHATTERBOX* AUTOMATIC REMOTE MONITORING SYSTEM AND LOCATE IN THE BUILDING ELECTRICAL ROOM. .o——ALARM LIGHT do HORN NEMA 3R OR 4X ENCLOSURE MAIN DISCONNECT MOUNT ON EAST EXTERIOR WALL OF BLDG. o ELAPSE TIME METERS ILLUMINATED 2) H.O.A. SELECTORS MOTOR HIGH TEMP/RESET (1 OF 2) (1 P SAL FAIL T��NE7 HiGH WETWELL iH� REESETS�O)VERLOAD CONTROL PANEL LAY -OUT (OUTER DOOR REMOVED FOR ILLUSTRATION PURPOSES) ELEV. 21.00 I.E. 12. 2' HDPE FORCEMAIN \-- I.E. 12.17 —GATE VALVE —CHECK VALVE ELEV. 9.17 05 REBAR 0 12' D.C. EACH WAY SUBMERSIBLE ,z'nr. Ti1X. T-atla GRINDER PUMP Sms,23330A MODEL- DUPLEX /AURORA HYDROMATIC' 40G�t1! 000RPM. DISCHARGE PR SC„�,, o 3HP 230V 1P EXPLOSION PROOF INSTALL IN 60'DIA. FIBERGLASS ENCLOSURE MERSIBLE GRINDER PUMP DETAIL a LL - - I1 -1/2' a 17 -1/2' CONCRETE METER �yl MIN UNOWROVED RIGHT OF WAY T FOGTITE NO- ID METER BOX WITH LOCK TOP Wt EQUAL. WATER WIN I BOX WITH 3 /16' STEEL DIAMOND PLATE ' VVV INSTALL 1ILTER SOX AT aB COVER EQUAL TO FOG TITE METER PROPERTY LINE. 1% 3 ff ADDITIONAL ADJUSTMENT IS FLUSH WITH METER /BOZ VI SLIDE LOCK Tipp FOR 2S3" REDMRREq INSTALL 2-2' CLOSE SEAL CO- ID METER BOX kg• ,�yj FINISH GRADE NIPPLE AND 2-2' 9�lit� SCREWED [ SIDEWALK E d I (TYPICAL) DCVA USE UTILITY VAULT CO. 25-TA OR EQUAL - a Ai THIS POINT. FIELD LOCATE - CONCRETE METER BOX •:- �.`1•r i;r'.`. B 2' CLOSE NIPPLE - _ W - - - -- - NIPPLE - _ L WATER METER TO BE It•'lll 2' 91i ELBOW SUPPLIED BY THE CITY O S UNION (TYPICAU �'�E 2- 9MP ELBOW - - _ r as eevn 3 BUTTERFLY VALVE SLEEVE WITH LOCKING CAP 2 GALVANIZED PIPE As RER7DtE8 TYPE 'K SOFT COPPE TUNING /2•' SQUARE R V OPERATING NUT L - 7/4" MANUAL DRAIN VALVE CONCRETE BLOCKING �.Ih• AFTER TESTING k APPROVAL REMOVE VHRDI72 -ISWR FOR ES / /B' K 7 /t• METER> r ttcra'tx TEST COCKS FROM DOUBLE CHECK TWO PIECE CAST IRON VALVE CAST IRON W VH 174 -ISW trOR I' METER) f VALVE ASSY. AND INSTALL PIPE PLUGS. EQUAL Tp 0.YMMP,C FORNDRT CO. DUCTILE IRON LAP DOWN TO CENTERLIN£ BOTH INLET AND OUTLET WITH PACK J01RT WITH DRIPPER. • STANDARD B• TOP SECTION. WITH FGROUND !DE `CONCRETE SIDEWALK VATERMAIN OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE REGULAR BASE SECTION LENGTH ['A�"'Q�L // / SLACK IN COPPER SERVICE ON OUTLET. TO METER TO SYSTEM TO FIT. 1 LINE TO METER. _ All PACK-MINT FITTINGS SHALL K WITH GRIPPER. 1" PERF. ADS TO _ - - " - CIIRPORAT113N STOP. FORD TAPERED Ir SERVICE LINE TO HOUSE IS TO BE DRAIN DR DAYLIGHT IC - - / 2 -Ll2- !Ki) I THREAD.(CC). PACK JOINT (3 /A' F1000) INSTALLED IN. THE FUTURE INSTALL 2' GATE VALVE: SCREWED (1' F1000) D7 C14-33 COUPLING END CAP BLEIV -�F HYDRANT EDIMi TO 7/8'• MINUS GRAVEL 12" MINIMUM 2' GALVANIZED 278 KUPFERLE FOUNDRY Cl7 L _ e. OR 1' GALVANIZED PLUG PIPE t2' LONG z DRAIN AND BUTTERFLY KEY SHALL BE PROVIDED TO OWNER. TEE L CLOSE 0 ' - - - - - - - - i AND 7sNtr �BEVrffN ' 2' CLOSE NIPPLE FOR SERVICE FROM EXISTING STEEL 3/4- 1` WATER SERVICE E E BETWEEN CAP OR PLUG 2' 9e ELBOW I ASBESTOS CEMENT OR PVC WATER MAINS BELOW GROUND INSTALLATION FOR 3/•" TO 3" DOUBLE AND 2- WELBOV INSTALL DOUBLE STRAP SERVICE CLAMP CHECK VALVE ASSEMBLIES INSTALL 4 MIL POLYETHYLENE 2' GALVANIZED PIPE EQUAL TO MUELLER CO. PLASTIC COVER OVER WASHED 18' LONG PERMANENT 2- BLOW -OFF ASSEMBLY ADOPTED DOUBLE CHECK VALVE ASSEMBLY GRAVEL. CUT HOLE FOR PIPE 1 1ii!._ (FOR B" WARS AHD SMALLER) o o I -w-''d P� I'• wFC •� 2' CAP VEIN i/8' ^•i ADOPTED 10 CU FT. WASHED GRAVEL PASSING 4ti, 4.•_Y. TAP FOR DRAIN ADOPTED a //j Bw efhs/n o cm w 'ntait 1-1/2' AND RETA[MEC ON I /S' MESH o o (ttt N ots T STANDARD PLAN BRIT 8108 FOR DRAIN ELEVATION V� Fra. I hl PERMANENT 2' BLOW -OFF ASSEMBLY IR ane lt/)s/n Z � DwO. NAME: BRSI SP PAGE: 8101 DEG. NAME -BR25A SP PAGE: BIOS rig A- NNNNAA /IQ w- 2?9ta0 '�; w -1 �Jtt d2 alsDe aaByN/e) wl :s r a ROLL � %-IF s ri ■ �-• I 2,�'