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HomeMy WebLinkAboutS-332601SANITARY SEWER AND WATERMAIN EXTENSION PLAN FOR ssmil N (S ! i,.�NER ImA�..e E) ill DST IV , SMN_/6a STA +�.95. &0 L' e� / RI4d end A817 8 UT LT R40'_426,43 l' -30' tp A �` A PORTION OF THE S.E. 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.lyl -4272a (11' 1 [E-419.43 (IN) 0 15 30 60 u n„i„ Ik. -119 >•i tOUi) nom- z °' r ! CITY OF RENTON, WASHINGTON KrMAP P / w z Q zF '' REC EA %IC �o� LACE /N.E. ,y 4,.." O j I I EXISTING ROCKERY �•� :, t •� { y'y' _ �•. . /ip��r ,�g p1- \ �..... �r 1 N 0• `t1 `- ISTING 8" WATER ' ; i / 9�./ �°F' f . ? ) �� -- - /'S °r - _ IA1 Z Q z 3 > -- - - -- - - - -- __ - - _ II/W DEDc + -!x EXISTING `15' �_ ( - 0Q Z ( \WATER EASEMENT - - -! T i i - I ; � �.. 1 � � I z � O \ I \�\ ` \'• I � \` \ \ I \ % '`'6 LT 8' PVC SS 's➢ - � p , -- \ ' \l .` 1 i \-- •oa•- - -:rPE tn/� jZ�,,. I i Z Lu ry t If..4: 17 •i_. EXISTING I I Ri1URE FF ' - - PROPOSED -, I ROCKERY ,Q W ' z 9_^471A CONCRETE WALL I l `\ ``� '� m�� TO BE -P V I p i i ` 'L, RELOCATED ._' EXISTING 1 I l �'m + _ s - �- o / 4 FF , 1 TO THE---- - Z ,� i, 1 I 8 BUILDING Z0 . -unm FF +L BACK OF ROW AS v _ _ TO REMA NllFiE FF FU111RE FF FIJTUF9E FF i �- - \ -4540 x=4320 9., -450:0 \ -446.0 FUTiIRE FF SHOWN O a Q EXISTING 8j WATER ( ; : \ 5_ ' / 1 IRO D, •dLSEMENT �\.. 4 ; :\\2 1 0'\ J \ i 9_'"442 I7•� WATER .SERVICE \ \\ �, �\ SS STUB ,� METER (T1 P.) SS STUB B __.. STA. 13 +76.40, sS SNB SS STUB 7 J � - G j 1 STA �1 +17.59, i I SF(� T 1�+97.4q, S STU 32.0 LT 32` LT\ \ \\ STA 12 +62.61, SS SUB �\ IE= 444.00 \ 32.d' LT STA. 14 +96.08, i 881 IF 6 1 STA 10+68.00, GE= 46.48 j IE =52.Od `32.0' LT I STA. 13 +20.61,` 1 ! 29:2 LT / I REMOVE EXISTING SSCO AND PIPE SECTION. s l ,n IE- 440.00 1, v 32.0' LT <I- � It `449.69 I �•�32.0' LT \ \ + I €= 426.00. I. INSTALL NEW SSMH AND ADJUST RIM TO Q $ i IE= 465.74 \ NEW CONCRETE- _ . - •16" SIDE •ASS O \ \ f-" ^y 6' SID SS ®' 1" IWATE ' ! I ELEV 436.31 j IE= 447.10 SIDEWALK $MIN\ TYP. I 2 �'F OX M N.' TYP1 ; SE CE 5, +65.58. 9..: Q O E _+ -¢ - -- ��� �i 1\ .4361 % E�ht -432. ( l.1 O O O 4 _ o " ww N.E.16TH 6 STREET ®, - u /�� 0 z - E - -- - __-- -_ _ i v � EX. PROPERLY , � - -- 474- - - -- , // .5 E LINE -472--- �: \li 8" \PVC SS\ J -�� 8" PV�SS ji B" PVC S 1- EXISRNG 8 WATE 1_ �_ !. ._!- - - -� O I"�J m @l -. �. J �� $, *2 �\ E)�, PROPERN EX. 6 24 `LF 8" PVC \` UtyE:TO BE REMOVE 24 8" PVC `- .-..__ _ p a 7' EASEMENT; FOR \ • \�� LINE D.I. W SS d 1.0% + - _ YiI1ZiID�NEW ROW: SS o\1.OX �_�� 1. ; c �\ \ \ Z o, PUBLIC USE OM \ ALLY - - -- rSTA. 4 +68.72 1$.Q' RT. �) o v \ 10' SLOPE \ \\' \ STA 12' 89.97 15.0' RT. 1 ! DEVELOPER TO: OBTAIN t 1 6 Q) Q ADJACENT PROP. DINER CONSTRUCTION EMENT STA �1 +49.6} 8.5' R[ I SSCO E- STYLE a j I \ SSCO "TEL" STYLE 10' S `OPE CO STRUCTION 1 \ ' v HIGH POINT ELEV 473.75` TO BE OBTAINED BY 1 -B "x TEE ((AJxf�) )'`. IE= 444.52\ ! � N _ 4E =432.2 ti ` 1 , 0- _ HIGH POINT STA 10 +09.33 DEVELOPER PRIOR TO 1 -6" TE VALVVEt. FL CAP AND STAKE I !!CAP AND AKE ` \ IJ PVI STA - 10 +26 CONSTRUCTION. PVI STA 11 +25 10 LF D.I. SPOOL .FOR FUNRE CONNECTION FOR FUTURE CONNECTION O 00 W. PVI ELEV = 473.92 PVI ELEV = 469.96 1 -FlRE HYDRANT ASSY. CONC. BLOCKING PLAN VIEW W a 0 `< A.D. _ -4.80 A.D. _ -7.00 :: W 3 a� o K = ,0.42 K = 14.29 SCALE: 1' =30' W ¢ PVI STA 12 +30 Q N -+ -- 50.00' VC - -► 100.00' VC - PVI ELEV = 458.41 GV = A.D. - 5.87 II + + ry + 04 480 . ......... .... o...n... ...................... o....n ... .o. ..,�. ... ...... .. .. .. .... .... ... ... ._.. .I4�- -17.Oq .... .: .. ...,. .... _. .., .: ._ ... � :. :�:�� :: .....,.. .. :�. .. � .:... ..:'. ::.: �: �: � :.. .... ... .. '480 � Nom: v ,n .... ,�.... - N w.. .N ... ... .. }a 10000' V0 ...: .. .. ... .. .. .. .. p q .: : .. tea: oro�: : ... ... .... .. .. W j i; 8g _ :0.809 y� . -� ... :::. vii.i: :: ... .::: :::::. :: .. .:: - .Y ... -4.00-. .. {� .. ... .... .. . ' PVI STA' _ ,3 +90' ... ... .. 0 0 :o. .. PVI ELEV = 450.20.. .:.. .. ...:..: :. :. .. ....:. ...:. ... .....: -» . o� :_.. .... .. . ' .. .. Nw:. ... PROPOSED dkAk O ...... ..m m .... .. .. 470 ... C OF. MIN. `+„' :. :: AK 26 892 . ' ... ..: 6 470 7z LF e". a 1 ° .. CB #9: TYPE 1 -t� : ° s o' .42z 6 <F� ° UU' >� 0000' Vc ► .:: .:::S3MH: iYf :: : :.. :. : ; 7 fP,® �. .. .:: 7 LF 12 "' CPEP , +.:N v� n ¢ a -- _ ,�: ........ �.. ... WO.CKKIING. ID .... w 460, STA 10 +48 0:0 RT 5�. WB'I TL B) ,..:. >9, ... 0.47:5 T1 STA' 14 +95:03"11.9 RT . x co c E ....... ..RIM =473.04 :...:.. .... STA. 11 +19.58r 2.9' T .. . (F 8, .. �. .. :::: ..... _ y..w :. .. .. - RIM =4+42.26 ::... .: .460 j z :.... ..IE iN= 465.10. .:: ; PIM= 469,54:: .. ' .. pVC. : \ .. t .>::� .. - .. .. _ .... .. ... .. O. .. .. e .::::::: �..... _ ... .. .. :3.. .. .. .. - .. ... .. .......... IE OUT -,465 U0 IE IN 462.54 O; ..: ; : 1 ..:: :LF 12 .CP ... T m m .1.63. LF. 12 CPEP. - ...... .: vi w. .. N o° E; 437,.8f .12" W n .:.:: IE:OUTr46Z.44 ::. : ' :.... �303Z. «.: EP 4980:::: .. ... ®6.00i :: :. .. STOW ORA X. }5" : .. W a W o 6 ..... C1341 .TYPE 1..... ....... ... ...... .. .. _ � � � :. .. ... ..: �" Gi. l S R I IN LINE) ... .. O Q °z W s 450 o STA 1.O.i 55, :1.52 LT :. :.:.:. :..:..:. :'.. A . :- 6.(1.S :.E,S).. z L� :': RIM= 472.46 ......... i ...... C.Q.411*e � : ... ...... ....a 1HIH �3 P .. .j.... .. .. .. .. .. . EL :.... ...... ..... .... T ...... ....STA .12 +05.61,.8.1 LT.. ... .. SS ) .. .. .. EXI "NO GRADE AT Q M N N 8»: 437 �� :55 :OUTLET W/ EL .: IE 468.36 (12 E)...... ..... STA. 71. +24.76, 15.2 L. ...RIM= 461.12 .... : ....: B:Og::: ... �.. :� ' �` .. STI .. o N Z ..... ... .. .... IE= 4¢5.47 (12''W,E)! :: ::: .:IE:IN= 451.10 ::: :: :. '�. ��__ �`'1 .... . ::PROTE(rTIQN ... z rn (D 00 00 W w . IE OUT 451.00... ..� . w .. ... .. n :.:... .. .. �APPROX: .. .. ... .. . -'--�� . 8S9• ' ::5TA1:5 +1..72,: 19.6 RY .: ¢ .- � z c� % CROWN OF PROPOSED ROADWAY o GB #7 TYPE N o ¢ ;CB . #3 TYPE II:(48 ). Tis IE =43491' (15' w)' Z w o ..:.:..:.:. :.:....',..: .:.:..'.:. .:..:.:..:.: .... ......,. .. :...,... ... ..... .. ...�t124- 89,87; 8.1 LT:..:I:0 ..... g - ......... ...... ,.,� - _ 440. ..:......... ..... .. ....... .........:.. .. ;STA '12' +0$:61, 144':CT:.. ... ... ..... .. .. PVC SS r J 44 'LF12" CPEP! .. SfA'75 ±93;00,':T,5:q "LT. x .... .. IM- = 455.18. ' .. .... .. 6. i5 77 L. ,2•, . .. RIM= 432.00 z of u7 CATION.... 440 = RIM.. .... EXISTING 6 "' RIM 432.00. � v .. ..:... R _46.1.2.1. .... .. .. _ .. .. .... .... ..... ... i lE 455:00 (.121 W:E% :::. :: 1E IN =444.28, WATER ::... ,. X :: CPEP ®.fl.95X. { .. :�::1 1.637 N N N --' °-� ... ... .. .... ....... :::. ....... ..... ... .... - - .... _ - ..... ... .. IE=428 00. (12 "'NSW). se ..... IE OUT =:4a4.t8 CB #4 TYPE I : °° Y " L) N .... .... ... .. ..... ..... ....... ..... :. STA f3+96_65, 15.2''LT .... .. .:�. ' EXITING GRADE.'ATI(E :... .. :.... . i .. - RIM = 443:43 ..:.. ....... .... 86 8. : . 14 <F :: E7(15f1NG.: ROADWAY: ; a :... ..... ..... :: �::..:.::: .....;...... :... ..':. 117=44-5:63 (12 ... PVC SSO 12^ ��. .. �4ON/ . INLET W/ i . ...:.....:..:.DEBRIS BARRIER :. L: _ a:es sy (p 430 ..... .... ... .. .. .... :...... .. ... .STA 131.29.33,. 9.4` RT .. ... .... SSMH 'b5; 6.1.' LT 31 : LF - 449, 4 LF .12 _' v,' 2. 12 .. D. ' IE 154:00 �.2" f) I RIM -44308 � . CoEP. � �� 5 -9-49 V 2 IE - Q 3 %(t). Exl '-nom 1. 1: z STING g S5::.I: I w a w ..... .. ..: ..... ..... #8 TYPE I- IE OUT-432 00 ' SBM '�6 SOLID CB #.6.T YPE ! _ -:..: STA. 15+34.69 217' ..LT �OGKING LID _ 420 1_ U 420' ........... i ..... - - .. . ....CB 14+74.70, °4 TYPE.2 LT..:..RIM= 437.60 . . RIM'-436:34' V Zi Zi z ..... .... ....... ......:....: . ' ..: :::::: :.. ... ....... 'SIA 13+35.91,-7.9' P . - .. RIM = 442.44. E 43360' 12 NE.SW __ EX CB v o .... :.. ..... ..... RIM= 453.80::... ::. -.... ....... .:IE =438.7A. (12 °NE,W) .:: ..:: O ..STA.16 +572T .162`:U' pCol ... ... .: ? .... ..... ... ... .. .:IE our 427.60 ( ) J w Z .. .. ..... .... .. ... ..... ... IE= 45ti.80 -(12 °. r ) T ... ..... ..... .. .. .. .. .. .. -. RIM = 426:39 .... I ... .. .... .... ... ... - .... ..... ... -. - .... .. ... .. .. .... .IE_424.20 .. v ::. .: .. ..... ..... .. .... ow n oN h U � : : m . m o 4220 (12' S) NF1, IE= :: : . : F 7127/,b 410 40 sa RECOMMENDED FOR APPROVAL WAS : �ci O1• Via. «' c w ^ ^ By: Date: rr 10 +00 11 +00 12 +00 13+00 14 +00 15+00 16 +00 By, lriC- .[j�ac Date: -- f/ �o� p 24661 Fs OlsT4.R PROFILE VIEW S'oNAL Ee� 33201001 By: Date SCALE: 1 " =30' HORIZONTAL 1 " =10' VERTICAL ..�, '0 EXPIRES '6/11/08 By: Date nx� V z m O 7 LU U m