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Home My WebLink AboutzS-2123Setrte^, f >9 I x �1 t � b� m 1 20 w 1 � lV/ ab N I d 1 N ,i J 19 18 117 18 115 14 13 12 11 10 9 8 7 6 MICROBOX 00172 6 7 8 .9 i0 11 12 13 14 15 16 17 18 19 R"' 146 ' 12 A Portion Of The N.E. 1/4 Of The S.W. V4 Of Sec. 3, Twp. 23 N., Rge. 5 E., W.M. sCA� , - =20' HORI2. n 1' =5' VERT. 10 - CONTOUR INTERVAL - 7 MIN. F.F. =420.5 I (HOUSE TO REMAIN) S.S.M.H. #1 -A, 48"0 S.S.M.H. #2, 48"0 DATLAk CITY OF F ENTON W S.S.M.H. #1, 48'0 w /WATERTIGHT LID o w /WATERTIGHT LID / Z I 10604 SEE SHEET 10 ` DUVALL AVE. STA. 101+75, 5' RT. I STA. 104 +30 5' RT. I 5 SUNSET BLVD. w/WATERTIGHT LID STA 192 +47.41 19' RT. S-1ED LE.= 414.13 W z MIN. F.F. =420.7 3 6 Q �- w -420.0 l 4 M IN. F.F. -418.9 MIN. F.F. =421.0 - MI F,F. - E:X N��S MIN. F.F.'L -- -418.8 - I MIN. F.F. =420.4 i i : � - I.E.= 406.49/ I.E.= 408.03 \ .' l:E.= 409.43 1 I.E. =41 .66 \ LE•= 412.26 I Ln N ALL SANITARY SIDE SEWERS SHALL BE - - MAILBOX GRAVEL DWY THIS /S W CERTIFY rNAT THESE �a�Q4 .. - - PROPOSED 3'0 WATER MAIN - + ® °o' o �. W I o - 87 4$48 F 42n•OQ 1 2 `� + PROPOSED 8"0 WATER MAIN M MIN. =421.3 :n w for C I xLF, 8 0 S.S. (PVC) - ^M 1 3 1 4 _ W PROPOSED 12 °0 S.D. 0 PROPOSED 5' _ P. M 254 LF, 8"0 S.S. (PVC) 51 F LE.= 414.02 - w ARE6RSE0 Lw.9N ACTUAL FIELD SLteVey 0WRf•Z71RAf &0 OtWeR a PROPOSED 12 "0 S.D. NQ + l} PROPOSED BIO -SWALE I LE.= 410.0 L ® O MIN. F.F. =421.0 d -- - -- - - - - - EE S I® _ ET 10 ------- - - - - -- --------------------------------------- - ------- - - - I-5 Bs.B.L. � ocL---- E. 42 I°n LE.= 406.91 + cn 425 INT'X. STA. 100 +00, N.E. 17th PL. 7 -5' B.S.B.L 22.5' S.D. ESM'T. , LE. 1 .10 - '4 __. _- _ - STA- 192 +41.50 138th AVENUE S.E. ___ MIN. F.�= 420.2 •, - --' _._. ._ rte^, f >9 I x �1 t � b� m 1 20 w 1 � lV/ ab N I d 1 N ,i J 19 18 117 18 115 14 13 12 11 10 9 8 7 6 MICROBOX 00172 6 7 8 .9 i0 11 12 13 14 15 16 17 18 19 R"' 146 ' 12 10 - MIN. F.F. =420.5 I 9 STA. 200 +00 S.S.M.H. #1, 48'0 / MIN. F.F. =420.9 SUNSET BLVD. w/WATERTIGHT LID STA 192 +47.41 19' RT. N.E. 18th PLACE J n COiYST.4uGTON RECORD i - NOTE: j CERT/F/CATIOW 1 ��'p� I ALL SANITARY SIDE SEWERS SHALL BE 430 THIS /S W CERTIFY rNAT THESE �a�Q4 ( % C PIPE, UNLESS OTHERWISE SPECIFIED. PV .__._ 430,, ._- tI,i _..._ �Z_... I _ z cowsT.eucr�swRECaeo vRAwsr�s 0 xy - w ARE6RSE0 Lw.9N ACTUAL FIELD SLteVey 0WRf•Z71RAf &0 OtWeR J NQ °o a My DIRECTION X5661 ( + cn 425 O _...__._._Q J _. __. _- _ _.. _.._... ____...._. I ...._ -_ _._. ._ o - -gyp � -_ - 425 Q R, $Corr Amclmro&Y VArE E1�iES Z/i3NIQ I ¢� v L S NQ I56G0 s%t/P� I __ F 0 420 ____.... i-_ ¢__ ____ .._.._ _1 - Z _rn ----------- - -__ { i ! j + 1 .60% _ _ __.. I 420 �- -- 2.009 % 1 0' - -09' - - - - o- 12 "0 S.D. X'ING 175XING 9. WATER _.418 _ - - -- '. _._ fI 12` 0 4114.65 IS p.X'ING 1I 6 WATER X'ING. -413.8 �•E.= 416.25 415 CONNECT TO EXISTING 8"0 S -S. � "0 I.E. = WATER I.E. - KING. 0.0193 ft /ft EXIST 18 0 CONC. S.D. 12 S.D. X'ING 0.E=410.17 I.E.= 413.40 11 E.=413.2 254 LF, 8'0 S.S- (PVC) ®S - 410 410 _.. 0� 12 "0 WATER X'ING. LE. =408.0 LF 8 0 S.S. ,PVC @ S= 0.0197 ft ft 405 -,_ 193 I I_ RS ^,O _v „D FG RECOMMENDED FORApPP�RrOV�AL 405 "6 I B � 48 "0 400.___ P. 4 0 _ _ __ t - I _ ! S.S.M.H. RE. 1 -A 48 t _. !y<%STEliIi�IT�R PL�%N .2EV /W S.S:U.H. 2 - RIM _ 421.03 400 3.86 IN) I.E. I = 403.86, ;I.E. 40? 76 8" %.66, IN) I.E. - 413.0, 6" (IN) I.E. 412.66, 8' OUT j - 4 - 03.76, 8 ! OUT) T = 407.11 8" OUT) ( 395 395 100 +00 101 +00 102 +00 103 +00 104 +00 CITY OF RENTON LEGEND: ��++ ESM inc. �c A DEPARTMENT OF PUBLIC WORKS (?EOrRGE BALES t EXIST. C.B. TYPE 1 - -' <- - EXIST. FENCE A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM 4i I-BOOK -BOOK ADDITION $/�(jARY SEWER PLAN EXIST. WATER METER EXIST. POWER POLE •'. EXIST. S.D.M.H. _ EXIST. FIRE HYDRANT 34004 9th AVENUE SO., BLDG. A ,y 2e052 DESIGNED: F.B. DRAWN: DATE; 8 -16 -93 =SO'vEROT IZ. FILE NAME: 241 -02 -920 PAGE EXIST. TEL. BOX EXIST. DITCH FEDERAL WAY, WASHINGTON 98003 ^il� (JI CHECKED: LT .P. Rlon BOOK. PHONE: [206] 838-6113 D�RR 9/10/94 NO. REVISION BY APPR. DATE APPROVED: SHEET: 9 OF: rte^, f >9 I x �1 t � b� m 1 20 w 1 � lV/ ab N I d 1 N ,i J 19 18 117 18 115 14 13 12 11 10 9 8 7 6 MICROBOX 00172 6 7 8 .9 i0 11 12 13 14 15 16 17 18 19 R"' 146 A Portion Of The N.E. 1/4 Of The S.W. V4 Of Sec. 3, Twp. 23 N., Rge. 5 E., W.M. ltl 1' =20' HORIZ. l 15' S.D. ESM'T. SCALE. 1` =s VERT. _ 1 22.5' S.D. ESM'T_^ 12 Y I L DATUWt CITY OF�RENTON 7.5' B.S.B.E_ I HQ- I 7.5' B.S.B.L. n i ' 10' S.D. E SM'T SEE SHEET 9 5' Bs.6_L. - I o I� I + 42() - -- 3 PROPWOASLEE D L — _ — ' N CXJS PARING Z X bo BIOS — _ o r m -- METER a EX. W. a 0 Q . , B Z _ BOUND f o 12 CON C I °Ir? 191 T _ 192 — \ 1 I `�''' �N P.�.r.I _,� � - -_ —; s r 21 -' ABOVE G2Cvi�0 —_ 93 ------ _ �r —z j J �}—�� • � SI'NE .._...__ �_ 1 --- -'-_,_ '-UNDERGROUND T.V. IN 30,E --•-• .... Ste. _� — DFFP .;DINT TRENCH ry CONSTRf/CT /ON RECORD CERT /F /CATVIV Ti/ /S /S TO CERT /Fy THAT rwe CCNSr.Rf/CTAWV RECORD GRAWMJ ARE 6ASEO ON AN ACrML Fhe SURVEY A°IERFORMED VNOE.P MY Q1REC710W. R. SCOr7 MACINTOSH 4 I.S. NQ /566/ /y(, I X 192+41.50, DUVALL VE. N.E. r A 1 0+ 01 PLACE I S.S.M.H. #1, 4TO y z STA. 192 +46.50, 19' RT. > rl — > 1 0 a CONSTRUCT OVER EXISTING 8 °. FIELD < STA. 200 +00 VERIFY EXISTING ELEV. PRIOR TO > SUNSET BLVD. CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. vT a 138th AVENUE S.E. (DUVALL AVE. N.E.) i LEGEND: NN EXIST. C.B. TYPE 1 EXIST. WATER METER EXIST. S.D.M.H. EXIST. TEL. BOX -- -- EXIST. FENCE '! EXIST. POWER POLE EXIST. FIRE HYDRANT EXIST. DITCH WWP-22 - ?/23 I ti I Al I I I I I I I 19 18 17 16 15 14 13 12 11 10 9 8 7 6 I _ - EXISTING TO S.S. qMH Al 49' I I I I IM = 4i'7.32 t E. = 40 .86, TO (IN) E. = 40.76, TO (OUT) j 193 +00 A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM 34004 9th AVENUE SO., BLDG. A FEDERAL WAY, WASHINGTON 98003 PHONE: [2061 838 -6113 won X0173 t0 405 m O d- - C4 N - O O 00 Op I O to I.E. = 403.05 M 01 01 00 1 O c0 SHT. 1 IOF 4 FI 'LD VERIFY 390 s` n n n co co co I co co I2 cn Iri 425 °n° PROPOSED FLOWLINE +, I o rn EXISTING EDGE OF PAVEMENT 420 EXISTING CL c- • J I I LEGEND: NN EXIST. C.B. TYPE 1 EXIST. WATER METER EXIST. S.D.M.H. EXIST. TEL. BOX -- -- EXIST. FENCE '! EXIST. POWER POLE EXIST. FIRE HYDRANT EXIST. DITCH WWP-22 - ?/23 I ti I Al I I I I I I I 19 18 17 16 15 14 13 12 11 10 9 8 7 6 I _ - EXISTING TO S.S. qMH Al 49' I I I I IM = 4i'7.32 t E. = 40 .86, TO (IN) E. = 40.76, TO (OUT) j 193 +00 A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM 34004 9th AVENUE SO., BLDG. A FEDERAL WAY, WASHINGTON 98003 PHONE: [2061 838 -6113 won X0173 194 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GEORM BALES HIGHLAND -BOOK ADDITION SANITARY SEWER PLAN DESIGNED: F.B. pATE; 8 -16 -93 FILE NAME: 241 -02 -920 DRAWN: 1` =20' HORIZ. CHECKED: L l.p SCALE: 1` =5' VERT. FIELD B0°N' Rte` REVISION W. APPR. DATE APPROVED: SHEEP: 10 OF: 18 F -111 i r r I � . _ S ' t I I ,I y � ro C '9 p 1 °z N i i 6 7 8 9 10 11 12 13 14 15 16 17 18 19 .- 405 BY 5i I 212, EXIST. S.S.M. H. 400 395 _ RIM" _ '415.06 I.E. = 403.05 (PER DUVALL AVE; N.E. PLANS DATED MAY '85, SHT. 1 IOF 4 FI 'LD VERIFY 390 194 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GEORM BALES HIGHLAND -BOOK ADDITION SANITARY SEWER PLAN DESIGNED: F.B. pATE; 8 -16 -93 FILE NAME: 241 -02 -920 DRAWN: 1` =20' HORIZ. CHECKED: L l.p SCALE: 1` =5' VERT. FIELD B0°N' Rte` REVISION W. APPR. DATE APPROVED: SHEEP: 10 OF: 18 F -111 i r r I � . _ S ' t I I ,I y � ro C '9 p 1 °z N i i 6 7 8 9 10 11 12 13 14 15 16 17 18 19