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HomeMy WebLinkAboutWTR2702957.1� a¢ H � o z o� o �y z C44 N 9- i i t i f L L L L L c c L L o 0 N o �o �ow� m 0 z Qc L w � ;r +� Q Q� o� of Q n- L\L �n �E _ Q o W � J �z 2 V o z �zo II o 4ow arc) a U w z cj O w 3 o w U w m L tJ Lji a o o }o} 0 0 CIL ti W Z Z Y O a J m o o c=i m Q_ J Q C �D � cq N Q U U � L'i LL1 m 0 0 i 5 W w �i Of V) z cli O O z U U 0 a E cf) c~n v~i w C) C Of Of bi ' w w 0- V) a- U) o w o w v):2c_n� Cj O O tr U Q� U r N O z n Z 0 W 0 <C Z 0 0 0 15'-8"D.1- Q 1- 8"x8"TEE (FLxFL)- 3-12"GV (FLxMJ) SE 2ND PL. (SE 136TH ST.) I O - - - - - - EX.12"D.I. W--- r---- wrtq—s.-:gr7 RELOCATED EX. FH ASSY. 1 2 2-8"D.I. SLEEVE -1-51/4"MVO FH. ASSY. III � -- --1— ----IF- \:-33-8"D.I. ABANDONED EX.8"D.I. W IN PLACE NE 15-23-5 w U) W 2 CD IM— W w Z W W 30 —1 0 Z -------- I I I I I 3 4 5 I 6 7 3 9 ; 10 11 I, CO I� 10' UTILITY ESMT. i� 2-8"D.I. SLEEVE _ " SE 2N0 CT. (TYP.) 2-8"45° BEND (MJxMJ) I „ 1-5%4MV I 1-8 221/2'BEND — — — — I — — — — — — FH. ASSY, (MJxMJ) I— 15'PERM ESMT. — -- -Ln I I 377'- 8"D.I. I I �5 N „ _ 87.5 -8 D.I! ------I�L— ®— L®®— ---SW ®' � � �-- SAN. SWR. � � - ----t-I—, -- L -,- - SWR. -- - - -- - -- - I - - _ —77 L10' UTILITY ESMT. \� \ (TYP.) s 1-12"x8"TEE (FLxFL) 2-12"GV (FLxMJ) 2-12"D.I.- 2L.F. Ea. 2-12"D.I. SLEEVE /85 < i 1-8"GV (FLxMJ) I I 17'-8"D.I. i I 6 ,. _ 20'-12"D.I. SLEEVE 30'-8"D.I. UNDER S.S. F.M. o o I Li i I ! 21 20 10 18 � — I 17 16 15 14 13 I 12 I� ,,-1-51/4"MVO I� FH. ASSY. +g IV) I -19'-8"D.I. i i I I I — _ I - - - - - --EX.12"D.I. W- - I - --STM. SWR:------------- - - - - -- ----------.__® ----- -------EX.12"D.I. W- I — — — — SEE DETAIL 1-------- THIS SHEET EX.12"D �S I o I ABANDONED oo I EX.8"D.L W 1-8"D.I. SLEEVE--__ ! IN PLACE 6'-8"D.I - I 2-8"45'BEND (MJxMJ) CONNECTED TO EX. 12„ x8" TEE FL W/ 1-8" GV (FLxMJ) EX.12"D.I. W DETAIL 1 N TS 15-23- 5 6 ALL ONSITE ESMT. 9 f� 1 gp�C1§00D o X p PV I ESTATES I I I tr I w TRACT H I I i I (NO WATER SERVICE) II i i TRACT "A" (NO WATER SERVICE) i 15> i II I SAN.SWR. _ _ — — — 3 e — — -- -- .— — - -- _�EX, GV - EX.12"D®I. W ®®® ® --- LIMv l9ki Di 611 APPROVED CONSTRUCTIO DRAWINGS f y' DATE: EXPIRES 5 5 2004 DESIGN ONLY CONSTRUCTION RECORD INFORMATION ONLY REVISED TO INDICATE CONSTRUCTION RECORDS (ROTH HILL ENGINEERING PARTNERS, LLC.) FIELD REP: ROGER CURTIS REVISED BY: BACH NGUYEN DATE: JULY 1, 2002 CONTRACTOR: C.C. EDWARDS 8"D.I. PIPE: 917 L.F. CL52/ PACIFC STATES F.HYDRANTS: M & H VALVES: M & H FITTINGS: TYLER/ FORD SCALE: 1" = 40 el 4C 80 ----- -- - BENCHMARK HT -NCH MARKS PER CITY OF RFNTON SUPVFY ON NA VD 1988 DA TUM PT#1852 = 3" BRASS SURFACE DISC IN THE IN NE 4TH ST, (S. E 128TH ST.) & 148TH AVE S.E. EL. 454.77 OR (I38.614 METERS) PT12109 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. & 156TH AVE S.E. R. 547.94 OR (167.013 METERS) W-?95703 BASE MAP: E-2 AS —BUILT DRAWING: E2.011 SCANNED SEP 13 2002