Loading...
HomeMy WebLinkAboutWTR2703444.1LOCATION TABLE Q WATER QN 165811.93 E 1297608.55 3O N 165854.83 E 1297613.22 Q4 N 165854.86 E 1297609.26 ON 165886.94 E 1297614.17 Qg N 166041.44 E 1297504.00 11 N 166046.17 E 1297323.62 2 N 166046.25 E 1297321.79 14 N 166070.58 E 1297322.05 16 N 166041.32 E 1297316.01 18 N 166044.11 E 1297323.57 19 N 166039.49 E 1297323.40 N 165840.60 E 1297330.86 Q STORM ON 166051.98 E 1297374.52 O3 N 165963.02 E 1297293.99 ON 165851.07 E 1297291.46 ON 165808.22 E 1297364.76 GN 165974.11 E 1297371.61 12 N 165954.43 E 1297570.30 15 N 165958.90 E 1297412.27 16 N 165915.90 E 1297569.24 17 N 165915.79 E 1297576.48 18 N 165865.35 E 1297597.85 20 N 165839.67 E 1297554.13 22 N 165844.92 E 1297406.64 ❑ SANITARY ❑C N 165854.28 E 1297634.81 ❑E N 165873.76 E 1297617.43 ❑G N 165884.70 E 1297607.21 ❑ N 165874.15 E 1297604.91 WATER NOTES is 1. 12" X10" TAPPING SADDLE T*A (14:13C R) - 10 lhtV W& NAW 0 C Fk-$ M 3 2. 43 LF 10" CL 52 DI WATER LINE 3. 10"X6" TEE (MJxFL), 6" GV (FLxMJ) W/ THRUST BLOCK 4. FIRE HYDRANT ASSEMBLY DETAIL A/C4.3 5. 10"XS" REDUCER ( MS3&M 3) - g" &Art�r VArLV6 C MSx W ) 6. 96 LF 8" CL 52 DI WATER LINE 7. 45' BEND (MJxMJ) W/ TRUST BLOCK 8. 124 LF 8" CL 52 DI WATER LINE KALmi 1i3r-ttT) r 9. 45° (MJxMJ) BEND W/ TRUST BLOCK - $asGA%V 10. 209 LF 8" CL 52 DI WATER LINE Q 11. 8"X2" TAP FOR DOMESTIC WATER SERVICE W/ CORP STOP - DETAIL B107.1/C4.3 12. 8"X6" TEE (MJxFL), 6" GV (FLxMJ)-FIRE HYDR. w ASSEMBLY, 8" SPOOL PIECE W/ THRUST BLOCK z FIRE HYD 13. 24 LF 6" FIRE LINE w ON SHEE 14. FIRE HYDRANT ASSEMBLY DETAIL A/C4.3 ` 15. 8"X4" TEE (MJxFL) TO DDVA, 8" MJ BLIND FLG, 4" L` FLG x PE SPOOL W/ TWO THRUST BLOCKS, 4*6V0LP" (o „ I 16. 4" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR WI 8 WA II LINE W/ FDC DETAIL B/C4.3 17. 83 LF 4" FIRE LINE TO BUILDING -FIRE 2" �� DE 18. 1" WATER METER SF 19. 2" DOUBLE CHECK VALVE ASSEMBLY, DETAIL B 101/C4.3 �.1�• 20. 85 LF 2" WATER SERVICE LINE TO BUILDING FOR 2" C DOMESTIC SERVICE, DETAIL B107.1/C4.3 4" DDCVA ON `. I 21. (RELOCATE) FIRE HYDRANT ASSEMBLY DETAIL DETAIL B ON A/C4.3 SHEET C4.3 ON EXISTING FIRE LINE 8"�Su vI c4 CE845 C h ? Ad C F t RrtKtaN sro Oftit, 0-ll4 C�.o fit., POSY Pi "l %t 4 « LOT 2 CITY OF RENTON LUA-94-157-LLA 9511299006 ✓ r TAX LOT ; 125360-0020 O ' O STORM NOTES 1. CONNECT TO EXISTING INLET IE = 20.23 2. NEW 12" STORM LINE 118.75 LF S=0.40% 3. NEW CLEANOUT, 12"X12" WYE, AND 12"X6" WYE a. RIM = 24.35 +/- MATCH EXISTING b. IE 12" 20.70 AND 6" = 20.95 4. NEW 6" DRAIN 5 LF S=1.00% 5. NEW 12" STORM LINE 111.90 LF S=0.40% 6. NEW CLEANOUT, __ _ 1 TYPE ! CR -- - a. RIM = 24.65 +/- MATCH EXISTING b. IE 12" 21.15 AND 6" = 21.40 7. NEW 6" DRAIN 5 LF S=1.00% 8. NEW 12" STORM LINE 84.50 LF S=0.40% 9. DISCONNECT EXISTING STORM AND CONNECT NEW LINE TO EXISTING CATCH BASIN, IE = 21.49 10. EXISTING STORM LINE FROM CATCH BASIN TO NEW INLET TO BE REMOVED/ABANDONED. LINE UNDER BUILDING SHALL BE EXCAVATED AND REPLACE WITH STRUCUTUAL FILL. SOUTH OF BUILDING LINE TO BE PLUGGED AND GROUTED FULL WITH CDF. 11. INSTALL NEW INLET ON EXISTING 12" CONCRETE STORM LINE 11.1. RIM = 23.31 11.2. EXISTING IE 12" N =20.50 12. NEW 8" ROOF DRAIN, CONNECT TO EXISTING 12" CONCRETE W/ INSERTA TEE 8" IE = 21.12 13. 158 LF 8" PVC 3034 S=0.4% INSTALL 4" LATERALS AS SHOWN ON PLAN FOR ROOF DRAINS 14. 8"X4" TEE FOR ROOF DRAIN CONNECTIONS 15. 6" CLEAN OUT 15.1. RIM = 24.75 15.2. IE= 21.75 16. REPLACE GRATE ON EXISTING CB WITH SOLID TOP LID W/ 6" CLEAN OUT. 16.1. EXISTING CB RIM=23.51 16.2. NEW CO RIM = 24.50 16.3. EXISTING IE = 21.01 17. NEW CB 17.1. RIM= 23.80 17.2. IE = 21.15 17.3. 5 LF 8" STM S=1.0% CONNECT TO EXISTING INLET BOX 18. NEW 8" ROOF DRAIN, CONNECT TO EXISTING 12 CONCRETE W/ _ IE = 21.45 p� 19. 49 LF 8" PVC 3034 S=0.4% INSTALL 4" LATERALS AS SHOWN ON PLAN FOR ROOF DRAINS 20. NEW 6" CLEANOUT, a,,,,�E -71%j PE 1 CS 20.1. RIM = 25.55 20.2. IE 21.64 21. 148 LF 8" PVC 3034 S=0.4% INSTALL 4" LATERALS AS SHOWN ON PLAN FOR ROOF DRAINS 22.. CLEAN-BbtT TY n i C15' 22.1. RIM = 24.75 22.2. IE= 21.75 J HORIL. o M >_' Z3 co c cli U)0) a SANITARY NOTES co 0 �- E o Q_ U o L A. REMOVE EXISTING 8" CAP AND CONNECT TO o co� o o EXISTING 8" PVC Y SANITARY STUB. CONTINUE AT z °�' LINE AND GRADE (2%+/-) IE = 12.00+/- � O 0- B. 8" SAN LINE 65.55 LF S=2.00% C. CLEANOUT, 8"X6" WYE a. RIM = 23.00 +/- MATCH EXISTING b. IE 8"=13.31cu D. 6" SAN LINE 26.70 LF S=6.20% CL o E. 6"X4" WYE IE= 14.97 F. 6" SAN LINE 14.30 LF S=6.20%(j, cn G. CLEANOUT, 6"X6" WYE a. RIM = 24.40 +/- MATCH EXISTING U) 0) b. IE 6" = 15.85 H. 6" SAN LINE 60.00 LF S=6.20%, a. 6" IE FOR BUILDING CONNECTION =19.58 w I. 4" SAN LINE 10.00 LF S=29.70% Q J. 4'X5' OIL WATER SEPERATOR, UTILITY VAULT 660-CPSX OR APPROVED EQUAL WITH TRAFFIC LID a. RIM = 24.50 b. IE IN =17.94 C. IE OUT =17.94 K. 4" SAN LINE 53.00 LF S=2.00% a. 4" IE FOR BUILDING CONNECTION = b. FOR FLOOR DRAINS ONLY ALL SANITARY LINE TO BE PVC 3034 ! I i RIM-20.86 IE 12" CONC.(SE)=18.46 EXISTING SSMH 14IM=24.6 0 CB --- CL CHNL 6"PVC(N,W)=21.27 3 / - - 15 14 - - - - - - - - - - - -- -- C - - 14 4 - } ' 13 14 '14LQ SID 12 CB RIM=23.23 IE 12"CONC(S)=20.73 6" ROOF DRAIN (TYP) --- 7 - - --- ` IE 12"CONC(N)=20.68 / - - v i -- - - 5 _ � ; N REROUTED 12" CSP FF= 24.85 16 - - - - - STORM LINE S=0.04%17 - - - - - CB I ,!n B EXISTING UNDERGROUND POWER - PROFILE .._ ._ `_ i __ , .',NN NOON TO BE REMOVED OR ABANDONED z HWY ARE C4.1 PER ELECTRICAL PLAN OIL WATER - - N DRAWINGS LUA 94 157 1 I A, 6 SAN l _ V 10 - SEPERATOR By H �,I� oN D-NNS CONNECTION (C- = -- i �- EXISTING STORM LINE TO BE REMOVED -- co / -- - - ---- --- - - - -- -- - -- - A PROF ILE I -- 6" SAN CONNECTION �C4.1 FOR FLOOR DRAINS g I SSMH RIM=21.60 I rr" / I RE69QkT-E EXISTING HYDRANT pc_ " 19 18 , - CL CHNL 12" PVC.(N,S)=11.85 -11P�1 4'�i�QiA� -I - _ - - CL CHNL 8" PVC. W =11.95 _ REVISE UTILITY EASEMENT - - - - 5 O- .' 4 , CO - - i 10" C L 52 DI CONNECT TO EXISTING 8" PVC I 875! © SD - `�- WATER LINE LATERAL STUBBED 3' OUT OF - - 21 --22 14 = - = - - -- - 14 14 14 - - - - N88'os'51 "W - - - MANHOLE - --- -� - I �� � OLE -- 142120 2 M - - W -- - - --- - - -_ NEW 15 WATERLN - SDMH RIM_ 21 83 w DRIVEWAY EASEM NT - -- 3 03 �\ - -- I 4 1 w -- - - -- - - -- B 4. R 24 06 CB RIM=23.31 I I I I N` S COHtit:C6014 O8'fAit, qUTILITY PLAN ft G'tt`I OF "Hr N 3t h ntOp�rtD Or��i us � • � 1 l i 0-34ago S- u4 Ga���,►�orvLy; - 311444C� 7 (suee) �d CB RIM=2268 1. L 12"CONC(S)-20.23 _ 2" CONC(N)=20.1 - j 15 PUBLIC WATER 0 10 LINE EASEMENT � �J 8" CL 52 D(- W WATERLINE W ! L C > PROFILE 2 C4.1 r, �� 1 '. A f]/1 IITrITI If'] A l IAl A I I I ET6100' EANDSCAPINC & UTILITY EASEMENT, PFR-Pti�-, - REC. NO. 78092�C9�� CB M=2 .96 M IE 2"CON (S)= 0.51 .V• "CON (N)- 0.4E - - - - - - IT C �L 8__- I C OF WA,S�0�j 38115 ISTF� �SSIONAI_,��� EXPIRES 12,1/14, XX' t� au �N z o (�w w o� z z_ g o ug c �Z V z w a �- c �Go Y v 0 ~ U -- °0 � N Lu W _ v o u o Z 0 F Lli Z w L.(i Wu,) Qo0O c�0rn ZZ��z / W >- 0 �Oz� �� wJz ~aW>= ZHC,��U) >=WQ Qa< 0®zw -i00 >mN� J 0 Lu m Q ' o � 0 I z O c� O > w O_ cn > z c: J 7FCr LLI a LL (3 __j ' 0 m o Q z 0 ` 0 z o n^ w u z Lu z cn m Do C) W m _ w �i N z n _J 0 :BEET No. C4.0