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S-04880A
SA.1E*39te I k:; I I ; III- LINE A I= 11 I CONNECT TO EXIST. (SEE -SHT. C -2) I , ;` N I' i II I LINE A ? MH 70.3 / �tx riSEE SHT. C -6) _ 7 / s s N 9 4. 630 = v %[ocArioni E 11623.6784 II \ I "1 Js�- �_r " -a °I ;fl f�I N II, } it LJ I 4 I- LINE A �� -II FI -- 9 FROM TREE dl \ i t l7 meow► MH LINE A -- => 3 I boo -II / I{ :E: " p 2 h ti LINE A i (S HT 5) N 1 -1 I / (STA. 26+46.54- LINE ............. 1 �(S SHT 5) € i _ LINE B _ �_ _ _ _k - -,- -- \ - 1 I MH N0. 16 26/45. � , CIS , . i it T _ _... _. r I r e.zc I m I CI {Q -- r STA.6*TBrF� 0+83.98 -- -' � 7" -= I 1 /f r 11 Q LINED N nn MH NO. 24 j �-i45 j i ! d�0- - - -- 1zs � - I `�Ir - -� ast5so_... - - -- 9032.-7 E ' I 16 \ \ 2 � : II �. LINE E I { � I � � � ,rY cg o + i. _ . I I I � I o r rt i I N(RRTNGTON0 �IE IN ��- ��m' fl ;I:'' ® s� "S -+ _I I� / j 4 : G�LOCA /On/ l_ 6. _ b _ __. H P L _ -T -T CTRL. PT. 5 I I 3 _ / I NORM. PT. 11 N0. C O LOCAT /ON= \I. z4'FRo n MN E MANHOLE CONNECTION 1 I Ss (NEW PIPE - EXIST. M.H.) 1 rsTT +00 LlN 10 I I >F35tZ3.44 $IM. MH N0. 61 }II / I I, i �� ocn- �'. I I STA.T' 'c CTRL. PT. 1 ,Prf .09 - - - - - - - - -(� MH NO. 21 LINE A -PLAN NO.1 \ L /NE D -PLAN LINE -PLAN ! - -- D MANHOLE CONNECTION z8 +86.oz I GC -I (EXIST. PIPE -NEW M.H.) N- 96 6- N 92 a 6.-1 SA. 28086.95- SIM. E 111161919.5397 l "= 20' \ E 9753.5 / "= 20' 1 "= 20' MH NO. 18 ` N 9674.2 \ ryF E ;ibao.7 E MANHOLE CONNECTION E MANHOLE CONNECTION -^ 993$•1E44 N 90 - GC-I (NEW PIPE- EXIST. M.H.) GC-I (NEW PIPE - EXIST. M.H.) H�e8.8 LINE B -PLAN SIM. SIM. / "= 20' SHEET NOTES: REFERENCE NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES. iD CONSTRUCT NEW 6" D.I. SIDE SEWER W/ CLEANOUT. CONNECT TO ® CONNECT EXIST. SEWER MAIN TO NEW M.H. EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE 2. PROTECT ALL UTILITIES. SEWER W/ CONCRETE. 5O CONNECT NEW 15" DIA. SEWER TO EXIST. M.H. J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR O2 CONSTRUCT 48" DIA. M.H. PER CITY OF RENTON STANDARD PLAN. © CONNECT NEW 16" DIA. SEWER TO EXIST. M.H. SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW DWG. BR28 (SP PAGE 8071). CONNECT TO EXIST. PIPES (WHERE TESTED AND ACCEPTED SEWER MAIN. SHOWN) 34( 330 320 2 O ti 3/0 W 300 290 280 Q Q Q DO N DO EXISTING /0" SS (TY)".) � J � co EXISTING GROUND - -- - -- - - ------------ ---- (� �_- ------- - - - - -- N O L, J J z W WWW O EXISTING SS (TY1') II I I'I _ 01 �NN ` � � "sue co co co W s /1,5 28 LF 16" SS: �N Ncn3W ? S = -e.8675 S Q� S = $8F93✓-0022b __-cy O N - 0.0070 W O¢ z W W W W cnLu � -- D.I. PIPE m�zw OD co D.I. PIPE O O ) W W W W W WW z z cng Lj X22 ti cC222 N�a 0 LINES 'B', 'D' & 'E' /ONAL : E%PIRES12 /13/ -� PLAN REVIEW � s � m 3DC DP - tP DO ccbb FIELD BOON: PAGE: ti � n Jea APPR. s W OGC /95k I DATE CHECKED: N l, a •( -2 -' a WASTEWATER UTILITY DATE NO. W m WWW SHEET: C-7 OF: Q z j OU ti= j V) W 2 \ Qz ? ? 35 +00 (A 2 36-F00 STATION LINE A - PROFILE r' n' HORIZ.: I "= 20' VERT.: l "= l0' SUBMITTED WARNING f. DI �rz ROJE ENGINE R R.C. N0. D T ICI IF THIS BAR DOES L�r[• yf-r4 ,/'r7 NOT MEASURE I° JAMES M.MONTGOMERY R. C. E. NO. DATE THEN DRAWING S CONSULTING ENGINEERS, INC. NOT TO SCALE. _)'fu cou 330 250 320 240 2 O 3/0 W 230 W 300 220 290 2/0 9Rn qnn p o EXISTING GROUND. - - -� -_ - - DO N DO EXISTING /0" SS (TY)".) _ I - --- ----------- I _ I � - 15.69 LF 15:." SS - -- - -- - - ------------ ---- O W N t z� 3zW W � z of m cn v � DD O O N O L, J J z W WWW O J W � _ 01 �NN ` � � "sue co co co W s O3 CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN.) AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. Gou JLu 250 3/0 240 300 2 O 230 W 290 W 220 280 210 270 qnn 9cn EXISTING GROUND N EXISTING 8" SS (TYP.) EXISTING 8" (7YP.) U' 47 SS I' - -- - -- - - ------------ ---- (SEE 21.82 LF 15" SS LF 151 SS' .0073 ��� 5- 0.0976 _ 01 �NN LINE B - PROFILE Q N N -. � �N Ncn3W ? z O m S Q� In � z __-cy O N - O W O¢ z W W W W cnLu J.LV JJV 3/0 320 300 3/0 O 290 300 W 280 290 270 280 n EXISTING GROUND N EXISTING 8" SS (TYP.) -------------- --- -- -- --- - - - --- LINE 'A' - - - -_ (SEE _ STATION LF 151 SS' .0073 83.98 S : LINE D - PROFILE LINE E - PROFILE LINE B - PROFILE M a� Ni � to ®� C3 m S Q� In � z r�z - N O z m O �WW -`F roz� � -- 2 ca m�zw OD co m�W Lj O O ) W W W W W WW z z cng Lj X22 L'l�g cC222 // ^� /j /�/`f p /mow 93 J JV 320 3/0 300 290 280 �.... �...., �..,. «.•. �vv �i v 270 0 +0'Q 0 +50 0 +00 0 +50 0 +00 1 +00 .o s STATION STATION STATION LINE D - PROFILE LINE E - PROFILE LINE B - PROFILE O W `moo HORIZ.: I "= 20' VERT.: I "= l0' HORIZ.: 1 "= 20' VERT.: l "= l0' HORIZ.: l "= 20' VERT.: / "= 10' CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT P �� REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P - - 0 4 8 8 LINE 'A' PLAN AND PROFILE STA. 35 +00 TO STA. 36 +39.10 ° e �"` a AAS,SE'CI STSAQ'�G~ // ^� /j /�/`f p /mow 93 LINES 'B', 'D' & 'E' /ONAL : E%PIRES12 /13/ -� PLAN REVIEW � s � DESIGNED. DRAWN: 3DC DP DATE: 3/93 AS NOTED FILE NAME: SCALE: FIELD BOON: PAGE: WI 24 N4 -As QUILT REVISION OCP BY Jea APPR. s W OGC /95k I DATE CHECKED: a •( -2 -' a WASTEWATER UTILITY DATE NO. ��ORO� SHEET: C-7 OF: I I ® - r A I A I I I A I 1 I I I I I I i 1