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HomeMy WebLinkAboutzS-2160Set1 �s> s VC ®a.�q "P �- -- EXISTING EOP \P \ I - 3- - \ \ _ \ STAH2 +25SHALLOW MH STA 03 (T� P _ 5 — T pP' pf SSMC, p : 3 \ y fi89:59 9.52 I RIM 337-55 T 1 F, s v v EIM IN t95:92 \ - WATER, SEWER, STORM /n I It (IN / Nib - TER. cENTEauNE �.. �� \ IE (OUT) " IE (OUT) kf 2.z2 cNJZ GY / - \ �\ g\ Gz /96.22 CNTR. CH S. E. - ' - - / /6 /0 ' DITCH CL AC TL �<}3 _ SMH 0 � STA 1 +_05 5 LT,, A � �, � ---, - y- -� RIM 3g5,$$3s7:/G \ XIST 54" a AS \ r DI IE -! - - IE i - �si�- 1 — = 3Y8•SG GNT2.CH - , �SnN MASONRY STILLING BASIN D "\ vl �f8"PVC ® -.i -3-50 - , :'�/ a e�q� EX STING NK'Lp __ _ / " v \ E %ISTING CB T SEWER / l \\ I LIFT STA wA>F7r EXISTING OVERFLOW CHANNEL w IE 19 . NEW 9° D.LSEWER RETAINING WALL 8' WIDE n V y + / /� — IE 196 EXI B D.I FORO / 72 R.C.P. 19 3,0 �i`® CP //Vo 34r STA MFG 1 72° R.C.P. 02.58 �I � \ � 1d p' ✓ �� SMH 5 � � � ��� II � " � � , � iE (ourj 7s9a�yQ5 1 r� I / f' - -1_ /95.6.7 CN—CN. e. / STA 9 +42 '- r 4 "; SSMH 1A NI ' Ni IE O CONNECTION 194.57 EM N /•S2 i "_./ f M < �. - /�' I�zo OAiB /2Rr STA RTO CONNECT TO EXISTING 72 "1CP I /GUT) - '72��5 "� / W �. n �! SIIDE GA SEE W71H KOR —N -SEAL BOOT I DETAIL SH ET OF OR APPROVED EQUAL STA 1 +00 Y033a SSMH =3j /�7CNTR CH /' ® GRAPHIC SCALE - RIM`N STA 83 Ot' /I 1/� zs'. o ae no loo IE (IN) 19�4gc8a6�s RIM z14 -7.i 3 /d• 96 �- / / % IE (ouT). 9 l .f zz care. cr/. IE IN� 307,'.96 ' CQ i 'fLewawawoso Foe API"D DEVCS�ELBOW -IE �O�T) 36q_@13/ 1 %7G \ �\ STA $t8\�t\RT } RIM ?3433930•\55 ( E N / E IQUT2�\43\ /o szy, s o a'AC PT = 4 +27.325 /JX -4--127 325 TEMP. TURNAROUND ._ l i � -- .. � � � .STA' 2 +02 19 LT _ _ ' \ - // TEMP l6 )606 SAG ®R 40' y� 1JlYlf]�� \ EIM OU)238@-4'8 M ..% STA 14 +2A 7 RT �I STA 4 09 8 LT C / RIM 387.88 387.97 -Q RIM (OUT) a' 32G,-._ s o P 1 \ � 3a79z, � G I I.' ) IE (°a �� Rs� IE (IN IE LOUT) N 379.72 CNTk CH U1 v STA +0 12 RT z /6w v. r IE 22/2 cmV, Ch'. \ ,'� ;3/83 1 c \. _ Vl _ P \ M1 V MlN FG' ( ° ` \ SSMH 10 LJ T ' E7• o'• v IE ) z� 4\1 M+. - i \ �,': `� \ I OUT) 383 cNJZ. cH. \ \ \ \ 1 try rXP/RES 5 -73 -95 \ �\ - � 3 SSMH 2 ° \o \ Xqt Z s - SSMH 23 V RSTA A +02 209.56. I SMtL_Ll A � RiM 22H° °s. oRT I IN P64;h0J TA 8 ��SSMJ.:20+ /e s 90.8o a✓rRS_,)T) p f, l U zov.7GCNTR.cH �i� � EY�.d f���t��F�C,QT 'w y EIM(IN) 3825 ,(S.E) V, STA 6 0 RT 8 o \ IE (OUT) 3&2-44 (W RIM o cH a <EOIr � 3g2.3/G R.CH. IE SI 9H WNN REO E RE8 O DSUR 9UR'EY �•� � 'Q �' IE \OUT) 2 I \\ \ eRwnrcDe Re ! \ - - - \\ \ ;IORMORAINAGE SA ri fpRY SEWER WATEfl SYSIeM \ „ _ \ \�`� O;S, �� 4T. \ nn7 LOCATION ❑ HOPZIOCATION � I V T HoauaDATwR _ _ \\ o \O \ 9\ _ - �\ ._. g�-$ "PVC ®4.7% � .1 VEAitOCAT10N � r.PT LOCATION O `lEPT LOCATION '•, \ '�. �. � o S CN CH \ ' 1 ,�r 3 - PVC '® % - \ BLS 5 3.2? o Tom\ oa oc�. \ \ V EXISTING EOP \ �` - — - -- - -- -- - -- v \ SSE -H_ 17 SHALLOW MH i ' . // - ��.1. V Y STA2 +25 ® - ._ Tr +99:59/99.82 ® "• \ IE (IN) :9^ WATER, SEWER, k STORM ( \ -/ / ,1 OER CENTERBNE v \ \ IE OUT) f8§&2 /g6,22 CNTR.CH. _ DEPARTMENT OF PLJHISC WORKS �• DI 0 .5% q5 XIS754" C.. '� EXISTING DITCH CL \ \ ��STMAH2 +�15 5 z r v " R M 39551 -. �, 3 as o�r— awc v -/s -ts DEEIGNEP O RY SI+'WFK PLAN SAN � 1"=40' k HONEY CREEK RIDGE Ya A �\ 383.121E OUT) 384.9f1 v EY.IS MASONRY STILLING BASIN _ �� \\ lE �6' %NSW SSEJ 3fr3 - Y \ M/N ` '\3 \'' ° p WC DATE F OrF p 2 ? PER C. rY RCIJCII,[ S iW✓ wC - IO —B4 DRA1Rt: I'✓WJ EXISTING \ PER GI TY REDLIhl S. Ww✓ OWC 4/7 ?/9� CH]D:NDR WJ OC 9CALC 1 -4G' rERr. - EXISTING CB OE' I - SEWER \ \ V LIFT STA N0. REVISION BY APPA 0 ATE APPROVED: 91�ET ' OP: STA: 4 +41.20 ELEV: 423.97 ROW EDGE / LOT 55 PVI STA = 3 +30 PVI ELEV = 417.30 80.00' VC I 0 0 11 1, 0 3 ID CC + of 2:1 SLOPE PROPOSED 97TH PROFILE ro N LOW POINT ELEV = 402.83 G + LOW POINT STA = 1 +46.38 o PVI STA = 1 +80 0 N w > p% EXISTING GROUND ,mss NOTE: SEE SHEET250F'/SFOR SEWER PROFILE CONTINUATION + o PVI ELEV = 401.99 + ri ° CD - w 420 IN FROM SSMH 6 _._.----- - - -... ' -8' PVC ® 68ss°/ yP cn ¢ I 100.00' VIC U w / � U 0 0) m > % M o m ----- --.__. - -- .8'PVC_�P._.��IH 5 + 0 140 STA 9 +42 0 0 0 N RIM 3'z9.H633/-sz w rn •• .. E I6 w O�,a�jA STA 8 01 --- - --- ---- -- E �IN) 321.+ Ld OUT) 324.06 0 carR.c,v. 41 RIM 313,76 0 - -- J >. 0 IE �OU J 369�T3 G 76 4NOY H EOARE YRA RESULTDOFAA RI ODSUA�EYDIT[MB PERPORMED BY A FlUUSTEREO LAND SURVEYOR ITONM OWAIHAOE SANITARYSO R WAT S TAI NOR2 LOCATION HDRZLOCATION pQ HORZLOCAT1,; UERTLaCATION NERTLOCATIOR U.VEflT LOOATIOi, I?rsa.A..ewe> for.. Cppr.,�..Q ACaTh&- ��A.. *v"l 5-7-itoo EXPIRES 5 -13 -95 m o 295 NOTE. tee, —2.0� SSMH STA 25 RIM El- + 422.75 SEE DE RIPE ANCHORS as SHOWN J SRO DETAIL ON SHEET 2A (SEWER NOTES) ". F. .0 ' � T) 41 0.64 PIPE BETWEEN ANCHORS SHALL BE RESTRAINED JOINT DUCRE IRON. _- 400 � SSMH 2 0 PROW DE CLAY CHECK DAMS ON 40 MAX, Sp ACING CHECK DAMS TO EXTEND ONE FOOT MINIM TO SURFACE AND BE Q p� S STA 0+95 10 R MIN 1' LEARANCE TBENCHOWIDTME o=a `RIM EL 403.40 INSTALL PERFORATED DRAIN �?. 275 IE IN). 393.50 -..... - .__.. _.__. ....----.. .._.- _. ...._- IN PIPE BEDDING IE OUT) 393.40 �g DATUM VE TICA SCA E: 1 -" 5; TLEV 390. 0 Ntn Oao. O0 N �' lnN X00 <p� Lp Uq >O CD MO OO 00 OO 0 MpD NN N : O �O d-'t t '� y- ' w 2 -.. -. 255 1 +00 2 +00 3 +00 4 +00 16 C S E 1 O.1 t /✓o. f .�ori' OF � o . . S D;v /s /on I +n W SEE PLAN SHEET 22 o' f ENERGY DISSIPATOR ¢ SEE SEN9t DETAIL SHEET U~1 45 CJ a SS H 18 ',r 1140 311 STA 'Ir z:+-- 103 -11+ ao �n w 4 _----._. __.. _ _ _ _ _...__ 235 36660 200.62 RIM(( o IE (IN) 495x35 IE OUT) 195.0 OD O1 � � m EXISTING PAVEMENT ' /967 fNT2C 5. SSMH 1A 48' MH w w w w y, SSM 4 WITH SLIDE GATE ® 8•I STA 6 +85 10 RT s SEE 01-78 /2Rr STA DETAIDETAIHEETr OF RIM 2202.80 20s32 N ® N + o + + N N EXISTING PAVEMENT __,__:_ -____ aP`1 ____._ EIM IE 3230• UT) P39:d3 .._.. - __ - ., - - -_ -.- _ _..__ 215 IE IN) 1§4:8&SY I 6 zz v. es NrR. cH. IE OUT) 49418 / 95.22CNTR. C N �,8= STA--- -0272 Rfi - - - - - -- g W 47 %� 9> RIM zrGzS� 21 f 4 D 179 SSMH 2 2 -7 W" TKOR--SEAL 195 TO IE WITD00 B• sa' -e" of ®s� IN IE (IN) OY.76.CNTR V A A E: 1 1 LE I�F -TBE PROPOSED e•@iAY1 : sEwER IE (OUT .92' 495x8-2 - 185 00 O N . W OI m h OT o O N o M O N uT UJ O N �. m O Ni (V N a If1 N � D7 N M' N N � W N N ro r d- N d- of rn M N N M ro N N M N OJ N M m 6J N M 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 DEVIL'S ELBOW TO S. E, 97TH 1 3 !4,5 2 PER C/TY REDLINES WW✓ pWC 7 _ s �� ��� `. F1\J''X�tEYL : 1 PER CITY REDLINES WW✓ DWC 4, N0. 1 REVISION BY I aPPR. 4NOY H EOARE YRA RESULTDOFAA RI ODSUA�EYDIT[MB PERPORMED BY A FlUUSTEREO LAND SURVEYOR ITONM OWAIHAOE SANITARYSO R WAT S TAI NOR2 LOCATION HDRZLOCATION pQ HORZLOCAT1,; UERTLaCATION NERTLOCATIOR U.VEflT LOOATIOi, I?rsa.A..ewe> for.. Cppr.,�..Q ACaTh&- ��A.. *v"l 5-7-itoo EXPIRES 5 -13 -95 0 _rn + 0 LOW POINT ELEV = 393.00 0 2 LOW POINT STA = 1 +26.09 °o ++ PM STA = 1 +30 ± ¢ u M � N LOW POINT ELEV = 386.16 °w PVI ELEV = 392.81 a N + LOW POINT STA = 1 +31.24 ° '' 30.00' VC o PVI STA = 1 +30 + ° 0 w a PVI ELEV = 386.02 N < (n rn m n m 3 a of + rn + rn 30.00' VC I o M M W + n N �_ M 3;: w O N .41° LL' Do m 9 m j AS- BUJUCERTIFICATE SSM 3yD. H 13 iwER�YDEG,AREmAiTxE raAOwixocHECNEO REDS STA 1 +00 18 RT 'Pw.•. x<�... sROw�R jEREpNAREA MSMTMA6JFl08URYEY RIM EL. 399-1$ 399.15- 2:1 SLOP /- 33C� PERK ED SYA4IEQ131EfiSDLAN081AWISYDA -. R' N) '° - - -- ---- - - - - -- -- - - -.._ __ IE OUT) 384.92 - T79pA2i0CATbA SARITAR(8l -W WAMSYSTESI SSMH 14- -- . - - -... LMdTIRM RORMA; 389.75 CNTR. CH. ', WAP�.00ATAAg RTIQCATiRR VFRTIACAT.._ STA 4 +09 L Py�p W SEWER PRO _ _ D� 1 RIM EL. 396.sS o•.o`•w�gNgs� NOTE: SEE SHEET2ILE C N .__... - - -... - - -. - -- - -. -.- -- ...... _ - - - -. __ -.. ', IE OUT / CNTR•C D TU EL--V • A FILE CONTi UATION /yy69 9= ' -B -P C ® --so _ 3B 00 h r T DATE � o 2 i m e D7 I r_0 r a7 m O M W r) 000 M, n M 1(n 1 O 0) m Sq SSMH- 6 320 O(.nJS ,T/�OCNI A L C�AE4H�G \ �4�' , I 1Y/ n y STA 4+2C 4 L STA 3 +0 5 L 33 OUT TO SSMH -5 / r RIM' EL. 3328 4 +00 3 +00 2 +00 1 +00 EXPIRES 5-13-95 140'_8 °PVC 0 9:5% 9-o RIM EL. IE (IN) IE (OUT) . . • z 321,27 6 r,P.CH. IE IN) IE OUT) 32"98 ''.. 322.22 CNrR. y 385 DATUM ELEV 2 3 0� COURT c \J • E . __.► SSMH 12_ „ pVC ® CITY O M dam' N W O m N 3 - o a) SS 9 6, -8" PVC ® -0-56 - c Q S E H 8 COURT STA +� 'o n "M lo M" SSMH 11 °M SEE PLAN SHEET + SD RIM EL: 38483 .9z . . SSMH RIM EL. 395.6 3 IE (OUT) 38+-66 .12 F3.]2 Tv'i _ S- ,too STA 1+29D5 R 3 +00 2 +00 1 +00 3 ° + E (OUT) 3$Q 4$ 3 0.97 9-/8 -y.5- DESIGNED: OWC E STA 1 +06 30 L E(6 sw s, sEl 3a .72 2 PER CITY REDLINES WW✓ RIM E IE IN . 393.923y3.9G 382 WS ... WW✓ • o' ° ° DATUM ELEV 37500 7 PER rl TY RFDI WES WW✓ I]WC 4/12/94 RIM EL. 387.8 367g,- IE IN) 38&66 (S,W E �0 T) 3824 �N ± F n� E O( T) DATUM ELEV 382.3/ c r . crt PVI ELEV = 355.06 Q vI n, r; 6n (p co '� 379. 72 cNTk. CH 395.00 o a d I PVI STA - 1+65 ® ° w co N vi n 100.0' VC 0 2 +00 1 +00 n M n M M � o0 0 + 10 w LOW POINT ELEV = 398.31 z +oo +oo M 1 N o LOW POINT STA = 1 +26 n COURT C E U w w HIGH POINT ELEV = 399.89 PVI STA = 1 +30 U J m > 5' HIGH ROCKERY WITH 6:1 BATTER 3: M HIGH POINT STA = 2 +07.87 PVI ELEV = 398.07 a m SEE DETAIL SHEET OF O r LOW POINT ELEV = 395:74 PVI STA = 2 +13.58 >� LOW POINT STA = 3 +57.38 PVI ELEV = 400.57 ° PVI STA 3 +20.405' N - w > PVI STA = 3 +51.66 40.00' VC o PVI ELEV = 334.86 n � ¢ PVI ELEV = 395.05 80.00' VC I I ¢ 100.0' VC I In j w U > ° cu oo 80.00' VC ao r m r°i M o co o o a Iq O M 350 m � N ID N m +� _+ 0) + w N U cn W m M n LLI w ,� {G� ° STA +06 9 L I7 > w m m w> m C) F Uj U. >7 O yyaP RIM L 356:99 357/0 w Iii � w w D� N LO > OQO j -1E (CUT) 348.4 j > > U m 3' 09 m 3Y8.6SCN /R.CH. w W m - o ° + . , 340 RO WP D n q° Li �¢. > W w / - QJG 390 AS- BUJUCERTIFICATE SSM 3yD. H 13 iwER�YDEG,AREmAiTxE raAOwixocHECNEO REDS STA 1 +00 18 RT 'Pw.•. x<�... sROw�R jEREpNAREA MSMTMA6JFl08URYEY RIM EL. 399-1$ 399.15- 2:1 SLOP /- 33C� PERK ED SYA4IEQ131EfiSDLAN081AWISYDA -. R' N) '° - - -- ---- - - - - -- -- - - -.._ __ IE OUT) 384.92 - T79pA2i0CATbA SARITAR(8l -W WAMSYSTESI SSMH 14- -- . - - -... LMdTIRM RORMA; 389.75 CNTR. CH. ', WAP�.00ATAAg RTIQCATiRR VFRTIACAT.._ STA 4 +09 L Py�p W SEWER PRO _ _ D� 1 RIM EL. 396.sS o•.o`•w�gNgs� NOTE: SEE SHEET2ILE C N .__... - - -... - - -. - -- - -. -.- -- ...... _ - - - -. __ -.. ', IE OUT / CNTR•C D TU EL--V • A FILE CONTi UATION /yy69 9= ' -B -P C ® --so _ 3B 00 h r T DATE � o 2 i m e D7 I r_0 r a7 m O M W r) 000 M, n M 1(n 1 O 0) m Sq SSMH- 6 320 O(.nJS ,T/�OCNI A L C�AE4H�G \ �4�' , I 1Y/ n y STA 4+2C 4 L STA 3 +0 5 L 33 OUT TO SSMH -5 / r RIM' EL. 3328 4 +00 3 +00 2 +00 1 +00 EXPIRES 5-13-95 140'_8 °PVC 0 9:5% 9-o RIM EL. IE (IN) IE (OUT) . . • z 321,27 6 r,P.CH. IE IN) IE OUT) 32"98 ''.. 322.22 CNrR. y DATUM ELEV 2 3 0� COURT c \J • E . 31500 CITY O M dam' N W O m N 3 - M a) 7 �. DEPARTM 'o n "M lo M" MM °M SEE PLAN SHEET 21 of 45 11 SD _ S- ,too H 4 +00 3 +00 2 +00 1 +00 3 .4$ OU /LT IJI,✓( 9-/8 -y.5- DESIGNED: OWC E (� + ,� O T 2 PER CITY REDLINES WW✓ OWC 7 -20 -94 ... WW✓ • J ` I u 7 PER rl TY RFDI WES WW✓ I]WC 4/12/94 CHECKED: WJIDC w w w 100TH S.E./ S.E. 98TH COURT INTERSECTION STA: 13 +94.5 (1 +00) j m PVI STA = 13 +50 n M m EV _ 387.41 n - 230, VC 1.5% y" w W . - � •90 -PV ® -T I-A) 109-8" PVC -0.50 % - - i 145' 8" PVC Ln M N SSMH 11 M 3g3-.923513-y(; INTERSECTION STA: 11 +43.0 (1 +00) > > SSMH 8 .. :__ SSMH -10 STA 14 +2 7 R STA 15 -6-511 R IE INL. E OUT 392 -4-7 �N m m RIM EL. 3-17-97 RIM EL, 390.41' 352.3/ [ CH. IE IN S IE IN) 384.6 W( �OU) - E OUT 3 y.22CN IE 381-42 ) re.0 .' 38h32 C T CH. AS -BUILT CERTIFICATE S. E. 10O H HERSEY DECLARE THAT THE FOLLOWING ONECNED ITEMS HO NHEAFONgREARE8HL10cA FIELDSURVEV BV A REGISTERED LMNDSURVEYOA 5i0AM 01M ,�1ry ^ - <t u� m rn o p AIMED UflAINAGE SAWITARy W"R WATER SYSTp' ". I0 RQRZL.ATION/ LEI-TION L� HCRZLCCA ^ : O VEJJppI_ATIOppjJJ Vt LGCA710N G VEflTLOCA' ^ O cV rn Mj. rn d: n 7 O U) P �OPHF.W M PVI STA = 10+50 �'' M" N] M 1�] r7 M M N�7' "� M M M M M M M M^ PVI ELEV ELEV = 342,41 Dare w I 50.0' VC I w ti� 15 +00 16 +00 17 +00 18 +00 19 +00 Y o - PVI STA = 18 +76.25 PVI ELEV = 395.30 o+ N N moo INTERSECTION STA: 22 +21.60 10 +00) Lri w > 00 n 100.0' VC nr) DIV.BOUNDARY STA: 20 +91.65 U w . +00 35CI Ln N 14 z N O M) N ID INTERSECTION STA: 19 +90.72 (1 +00) O "1' LA N N L4 Lq Ln M m M' SSMH 7 100TH S.E ./ 122ND COURT S.E. `- - - -- - -STA 11148 - -6 R - - - - - -- - - - - -- - - -- INTERSECTION STA: 17 +50 (1 +00) � v 2• tii w a RIM EL. 36&.38 357-/0 w _. __.... ....--- _...__ _.. 400 m w m IE OUT 331573 398.6SCa .rN j m ._...- - -. :....: ____! ._- -.: - -.:..: 340 m N _PV 3.290...__. 390 330 SSMH 23 .90 .... ... ... L _.r -.- 71'- 8" -r-RV @ -0.50 % r— lE 390.8 c/✓nP. CH --- - - -- -- - - STA 20+08 0 R -- _RIM .EL_3998.:3 9. /s DATUM ELEV IE IN) 3-'85.9 380 ATUM EL--V SSMH 11 RIM EL. 6 E �OU) 384.92 38 Y•75C Q. CH. o 0 0 n n n o o n N r In N In N m N N d- r� r m rn r�i .320 . .. N - -_- -1E (IN) -_ W� ) 22 +00 23 +00 nM N MM MM M� MM M� M ^, o� r7 r7 M IE((OUT N 352.3/ CN Q. CH• oPOLO,wcgf 2.ww,e.,w-n �e F.•ewi F +sy y;^� 9 +00 10 +00 11 +00 12 +00 13 +00 370 Re,� : -77 122ND AVE S.E S.E. 100 N FssoNAs`EGa� DATUM EL V 7 -zo 9Y ®2. (. SEE PLAN SHEET 21 41 5 IT ^ tp d' N O> m O LJ mod ^ d X365 n W pO N7 Nom EXPIRES 5-73-95 CITY OF RENTON of rn� mN rnM �� m(D mr �� op pN M t<7 M M M M M dam' DEPARTMENT OF PUBLIC WORKS 17 +00 18 +00 19 +00 20 +00 21 +00 SANITARY SEWER PROFILES HONEY CREEK RIDGE .. 3 A5 /jU /L j DWC 7f'/ -1-95— DESIGNED: DWC GATE: 6 -7 -94 FILE NAME: 2 PER CITY REDLINES WWJ DWC 7- 20 -94. pxnwN: WWJ OGV'•iil H ��� �`� 7 PER CITY REDLINES WWJ DWC 4172194 CHECM ➢. W ✓IOC �cnLe. 1" 40' N0. REVISION BY MPR. ➢ATE. APPROVED'. SHEET. 26 OF: 45 STA: 4 +41.20 ELEV: 423.97 ROW EDGE / LOT 55 DEVCS ELBOW TO S.E. 97TH 'Ll - (A l 1 l f r Al I I I All I [A 1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 r 6EH►1FIGA C I SNORWN NN ?EO}RE,e4 RESULTDOF IELD SURVEY 1 pERFORMED SYA :eGISTERED LAND SURVEYOR TEM STORM OR SANITARY SWR L HORZLOCATION HOPZLOCATIL .NOR? LOCATION L�, r E� LOCATION 8 VERT LOCATIOi, l£RT LDCATION J�SI r S DCV! Dj Dtv IZtconiue+.>peo -om. "row.Q •PIc,,.. 'IZi wear• OPOfOviq'$ygsFi �' •. a 28477 14* S��NA � ECG x.11. 5 -21too EXPIRES 5 -113 -95 1 - 1 All R 18 1 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ® - (134 f k - PVI STA = 3 +30 I Lj -- - - -- - - -- - -- - - % - - ---- - - - - -- --- - - - - -- -------- PVI ELEV = 417.30 NOTE: / G9 ul ¢ 100.00' VC V U 80.00' VC 0 o m 0 0 e %�F�H STA +24 8 R RIM E A �1 7S PROVIDE PIPE ANCHORS AS SHOWN SEE DETAIL ON SHEET 26 (SEWER NOTES) J h� + o; 2:1 SLOPE $'6 PROPOSED 97TH PROFILE 5 + ^ PIPE BETWEEN ANCHORS SHALL BE RESTRAINED JOINT DUCTILE IRON. ------------------------ - - - - -- -- ----- ____ --- _____ ------- 140 LOW POINT ELEV = 402.83 STA 9 +42 Gi w -- \\ + LOW POINT STA = 1 +46.38 > v > SSMH 22 0 EXISTING GROUND _� NOTE: SEE SHEET250FYSFOR o PVI STA = 1 +80 O N w IE (IN 321.1 0°�° 6 N > w 1° > STA 0 +95 10ggR RIM EL. 403A.6, SEWER PROFILE CONTINUATION + o PVI ELEV = 401.99 + � do w w ti0 - - - - - -- - - ----- - - -- --- - - -- -- - - - -- - -- 410 STA 8+01 RIM -344.44 IN FROM SSMH 6 o + Cv ;: - - - -- -- -- -- -- - - - - -- - - - -- 420 3� IE IN) IE �OU) +#6' -8 "PVC @ 6.57- DEVCS ELBOW TO S.E. 97TH 'Ll - (A l 1 l f r Al I I I All I [A 1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 r 6EH►1FIGA C I SNORWN NN ?EO}RE,e4 RESULTDOF IELD SURVEY 1 pERFORMED SYA :eGISTERED LAND SURVEYOR TEM STORM OR SANITARY SWR L HORZLOCATION HOPZLOCATIL .NOR? LOCATION L�, r E� LOCATION 8 VERT LOCATIOi, l£RT LDCATION J�SI r S DCV! Dj Dtv IZtconiue+.>peo -om. "row.Q •PIc,,.. 'IZi wear• OPOfOviq'$ygsFi �' •. a 28477 14* S��NA � ECG x.11. 5 -21too EXPIRES 5 -113 -95 1 - 1 All R 18 1 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ® - (134 f k - I I -- - - -- - - -- - -- - - % - - ---- - - - - -- --- - - - - -- -------- -------- - - - - -- -- - - - - -- NOTE: / G9 ul ¢ 100.00' VC V U SSMH 25 p °o o m m e %�F�H STA +24 8 R RIM E A �1 7S PROVIDE PIPE ANCHORS AS SHOWN SEE DETAIL ON SHEET 26 (SEWER NOTES) J h� $'6 5 + ^ PIPE BETWEEN ANCHORS SHALL BE RESTRAINED JOINT DUCTILE IRON. ------------------------ - - - - -- -- ----- ____ --- _____ ------- 140 STA 9 +42 3 a 0 400 U() RIM 3229 -16 331-S-2 SSMH 22 0 IE (IN 321.1 Q M + N > w 1° > STA 0 +95 10ggR RIM EL. 403A.6, ---- --- - - - - -- - - -- ---- E OUT) 3216 .0 6 32/.27 CNTR.C11. do w w ti0 - - - - - -- - - ----- - - -- --- - - -- -- - - - -- - -- 410 STA 8+01 RIM -344.44 313,316 ____ _____ ____ _____ 6i w '/ .. __....- - .....___�__�- -' ""- __.�_ IN PIPE BEDDING 3� IE IN) IE �OU) 309.1 30,9,G,; 399.8+ 308 76 m> - --- --- ------- -- - ----- --- ---- - - --- - -- --- 295 DEVCS ELBOW TO S.E. 97TH 'Ll - (A l 1 l f r Al I I I All I [A 1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 r 6EH►1FIGA C I SNORWN NN ?EO}RE,e4 RESULTDOF IELD SURVEY 1 pERFORMED SYA :eGISTERED LAND SURVEYOR TEM STORM OR SANITARY SWR L HORZLOCATION HOPZLOCATIL .NOR? LOCATION L�, r E� LOCATION 8 VERT LOCATIOi, l£RT LDCATION J�SI r S DCV! Dj Dtv IZtconiue+.>peo -om. "row.Q •PIc,,.. 'IZi wear• OPOfOviq'$ygsFi �' •. a 28477 14* S��NA � ECG x.11. 5 -21too EXPIRES 5 -113 -95 1 - 1 All R 18 1 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ® - (134 f k - -- - - -- - - -- - -- - - % - - ---- - - - - -- --- - - - - -- -------- -------- - - - - -- -- - - - - -- NOTE: -2.09 SSMH 25 p STA +24 8 R RIM E A �1 7S PROVIDE PIPE ANCHORS AS SHOWN SEE DETAIL ON SHEET 26 (SEWER NOTES) J h� IE (O T) 410.64 PIPE BETWEEN ANCHORS SHALL BE RESTRAINED JOINT DUCTILE IRON. Z ___ ____________ _ __ _____ ----- ____ --- _____ ------- ___ --------- _----- ___--- 400 U() SSMH 22 0 PROVIDE CLAY CHECK DAMS ON 40' MAX. MINIMUM BELOW PIPE TO SURFACE AND BE OT STA 0 +95 10ggR RIM EL. 403A.6, MIN 1' LEARANCE FULL TRENCH WDTH. INSTALL PERFORATED DRAIN � U-' J _-- -- -_ _________ ___ ______ ------ -------- .- .____ ------- __ - -- 27� IE (IN) 3 _________ ____ _____ ____ _____ _____ __ __ ____..._. '/ .. __....- - .....___�__�- -' ""- __.�_ IN PIPE BEDDING 3� IE (OUT) 393:0 It =313,f. "=5 VE TI CA SCA E: 1 DATUM ELEV 390. 00 u� Nd Ocd n 0 � o '0o o o O' 0 0 �j O0 6j c0 034 r7 0 O O d pp N N O = �d0� � w OQ In - -- - -- - 25 1 +00 2 +00 NE zyTH C.3+00 4 +00 ( �cl No% Port of S-E-1 T_c5 + D h Dlvlsio/✓ D_ D_ SEE P L A N SHEET 2 2 o f SEWER DETAIL SHEET cn a 4 B SEE ENERGY DISSIPATOR (j r SSMH 1B b"lo 39T STA J-f<I N 1 U ao n w 00 Qi -- -- - - 23: RIM 489:90 200•6Z o IE IN) 19 E f 535 OUT) 19153.0 cO D2 N Do EXISTING PAVEMENT N 95.67 CNf. .. C - SSMH 1A 48" MH w � bi w w w I'' SSA 4 WITH SLIDE GATE SEE DETAIL SHEET OF � co w w I� " EXISTING PAVEMENT � STA 6 +85 10 RT ® $ RIM 234.5 230• " PJ s Ot78 12Rr STA ^'v+ �i 20' RT- u�i IN RIM -80 203.32 + + + + -- - - - - -- -$ - - IE NUT)) 229 43 5 -- - -- - -- ---- - - - - -- - - - - - - -_ _ . . - - -- 215 z28i2 ® LL IE (IN) 1)9# 86 � � N 22 v. F$ Nrz. cH IE (OUT +946 a 10 a H Q a 95.22 CNr.P. Ch.' . zn n8 � �n F N % - �c,8 °P -- c �'9- - --- - - - - SSMH 3 -- STA--S+ 02--12--RT -- - - - -- M W " 4.7q 9> pVC RIM 2/6.25` IE (IN) 211.05 IE (OU) 21-9c95 i. SEE PLAN S f E E T 2 f 4 0 2 7 ; 16 PVC UT :l Q - 179'-& SSMH +0 STA - SHALLOW H -- -RIM ZG SG zi /• �5` cvT . c/l - - ---- - --- - __ 1 TO 72" RCR IE ® TIE IN - 194.67 O\ 18• MIN. SEPARA ON STA 2+ 5 IE IN) s IN. sEPARAnoN RIM /99.82 IE OUT) IE (IN) . ov,76 C / ✓TR• N- VERTICAL S C A L E: 1 10 WITH KOR- -SEAL B00 ATUM ELEV 93' -s" DI ®.5% I.E.-195 PROPOSED 8• GRAM SEWER IE ((OUT 195.82 165.00 � 00 f DO O N O O N If c O N N N N 61 N aN 7 N 00 N N I'•T CN O M N C r'l U�7 i 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 DEVCS ELBOW TO S.E. 97TH 'Ll - (A l 1 l f r Al I I I All I [A 1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 r 6EH►1FIGA C I SNORWN NN ?EO}RE,e4 RESULTDOF IELD SURVEY 1 pERFORMED SYA :eGISTERED LAND SURVEYOR TEM STORM OR SANITARY SWR L HORZLOCATION HOPZLOCATIL .NOR? LOCATION L�, r E� LOCATION 8 VERT LOCATIOi, l£RT LDCATION J�SI r S DCV! Dj Dtv IZtconiue+.>peo -om. "row.Q •PIc,,.. 'IZi wear• OPOfOviq'$ygsFi �' •. a 28477 14* S��NA � ECG x.11. 5 -21too EXPIRES 5 -113 -95 1 - 1 All R 18 1 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ® - (134 f k - 0 ~o LOW POINT ELEV = 393.00 v o LOW POINT STA = 1 +26.09 0 0+ r r + Ld PVI STA = 1 +30 ± + w° PVI ELEV = 392.81 a N LOW POINT ELEV = 386.16 � 0 / + LOW POINT STA = 1 +31.24 O + I I N PVI STA = 1 +30 0 3: + 0 30.00' VC o Q a v w PVI ELEV = 386.02 N N F ice.. V1 + M � w L N w 0) 0) 30.00' VC M M r M � Q + N m N U (n Li C4 O OO v �w [if > + + 0 00 w CD M u~ 419, cii C( > m 1.69 w m 9; _ ROADWAY C -- -- -'_ y - - ... -... ... 385 -- Zy /�/ww - 85 - o SSMH 9 - - 0 DD T SSMH 12 PVC ® + 6' -8" PVC ® -(3 gg STA 2+15 SSMH 8 SSMH 1i + RIM EL. 38 423 -92 :so /I -----9-8-t S. . RIM EL. 395fr1 356-12 STA +D 5 R IE (OUT)8 48 IE (OUT) 38 0@ - - - 90 -- - - - -- v 3 a.v7 83:iz rs J RIME STA 1 +06 30 L. lE(G'- Sw,s,sE) 38 .71 393 393.516 0 + DATUM ELEV RIM EL. 3$88 .387/x7 IE I N 3i}Z ir? (: "J S 0 0 IE �I T) 3$ %4�NSN ± a 375.00 IE IN) 380:-@6 (S,W 382.3/ CNTF. Cl?' ~ N N n IE OUT) (N3 DATUM ELEV PVI ELEV = 355.06 00 00 ° co co 379.72 C//,r,?. CH. 375.00 0 rn I PVI STA = 1 +65 NN 100.0' VC v °w o L[j ri rn M Q 2 +00 1 +00 + � w LOW POINT ELEV = 398.31 2 +00 1 +00 M N LOW POINT STA = 1 +26 U w n w HIGH POINT ELEV = 399.89 PVI STA = 1 +30 m > 5' HIGH ROCKERY WITH 6: 1 BATTER � � HIGH POINT STA = 2 +07.87 PVI ELEV = 398.07 lV m SEE DETAIL SHEET OF ") J co LOW POINT ELEV = 395.74 PVI STA = 2 +13.58 `n _ o > LOW POINT STA = 3 +57.38 PVI ELEV = 400.57 0 PVI STA = 3 +20.405 N 't , PVI STA = 3 +51.66 I I 40.00' VC o PVI ELEV = 334.86 80.00' VC I I w M o PVI ELEV = 395.05 00 00 100.0' VC I > z I I u7 � `n M r In w> N z 80.00' VC Li 0) M 0 c0 0 0 w r C6 � 0 0 - - - - -- - - -- - -. 0 CD 350 + O (0 `0 � In + °' + 00 + O M O- �� N 0 N M M w w w _ G- \�5 3 M RO �!P CL - o ° N + > SSM 7 + C) U U w STA L�i w m 06 w m w w m < C) RIM L. 9 3710 n Il cn > 348.89 0 > mW o w m CAIN-. CH, w M C3 Ili o + - -- - -- - - -- - - - - -- - - - -- -- - 340 > > 390 - J - 390. �fsouueNC¢D woe Anorar.p _3.0% �� A�RCI�T CERTIFICATE _ y� SSMH 13 �q S tiENESY bECLARE TkATTHE FOLLOW�MOCNECKED ITEMS 8 "PVC ® �g q, STA 1 +00 18 RT / SHOW._N all. REARESUITOFA FIE IL SURVEV 319.15 -- ---- --- - -- - - ---- - --- - - - --- - 33G - - - -- - PER 'Wall. #EQLSTERED LAWSUPoIEVOR -- - - - - -_ IE IN 382 2: 1 SLOP - IE OUT) 3�4.3g TORMORlYWAEr> SWTARYSEWER WATERSYSTEea "miO mom ®Np,9ZlQPJ9TI0R 8"ZLOCA.. SSMH 14 38Y•7ScNTRCH. V�T[l9LATifkU(� Al1OCATfOR ❑ VERTLOCIr ST 4+09 8 L P� p W Cq .SS O..oE WAS,y. SFi. NOTE: SEE SHEET2YOF2s FO - - -- --- - - - ... IE (OUT) 'yam _ 396 SEWER PROFILE CONTI UATION �yy Gf r :/ CN7JP.0 DA TU ELEV o. +47' -8" P C 0 -9 59 o S - /2- S 389.00 V DATE 0 T 00 r r 0�� 't (0 In Nf �� rCID QED P, 9 2 11 CO r �� 6 CM 7 O ' I•F� O, L0 r ., O� � -- SSMH 6 320 M M M O .E. R A`h:•� • � ? 4 it STA 3 +0 5 L TO SSMH -5 STA 4 +2 4 L RIM EL. Z37.5 3376 4 +00 3 +00 2 +00 1 +00 EXPIRES 5 -73 -95 OUT RIM EL. 140' -8 "PVC ® 65% IE (IN) 9.0 IE (OUT) 33 - 32/.27 R•CH. IE IN) IE OUT) 3 2.2V 322.22 CivTR. N DATUM ELEV �/ C O R T � y O fir co 00 O� N� �� �( d-� 315.00 - M i /O�IQOC �� ro ro M �� MM °M SEE PLAN SHEET 21 of 45 �`�� 4 +00 3 +00 2 +00 1 +00 3 A,5 QUIS-7S-7.160- qwc C O v R T 2 PER CITY REDS WWJ T J N 2 j PER CITY EDLI I,, IES WW✓ ( E5 N0. REVISION BY w w 17 10 IT I I I I I AI I I I T I I I A I A j I A I I I i I I I Ii I I I I 1 ZI 19 18 17 16 15 14 13 12 11 10 9 8 7 6 R10 0342 4 6 7 8 9 10 11 12 13 14 15 16 17 18 1� 100TH S.E./ S.E. 98TH COURT INTERSECTION STA: 13+94.5 (1+00) PVI STA = 13+50 In rl) co -Vl--El,EV = 387.41 + 00 230. ' VC - --- - ------ ------- --------- -- - - -- - --------------- - --- ------- - ---------- --------------- -- ---- - ----- ------ - --- - ---- ------- E-4 ?0 ----------- ------ ---------- -- -------- - - -- -- - - - -- -- -- ------------ - --- -------- -- --- - --- -- -- log -8" PVC Cc, -0.50 % % PVC @ -Q-.98 ' - 14 5 8 0 co ---- ------- --- -- - ------- ------ -------- - - - --- - - - -- - ---- ----------- ------------ ------- ---------------- ------------------------ ---------------- ---- --------- ------ - - --------- -- - ----------- - ---- - + SSMH 11 �->IA I/A.4b-Zg-F RIM EL. 393.-923F3-516 6iL;j ------------------ ----- ----------- -- --------- ---- - ------------ - ssmFf--8 ------ ------ ----- ----- ------- r-SSMH--- 0 ---------- ----- ---- -------- - -------- - -- -- -- ----------- ----- - fE-- --- (w- ------- -- ---------- ---- --- ----- -- -- c.) STA: 11+43.0 (1+00) 0 5� 1 > STA 14+24 7 R STA 15*65 11 R IE OT, 382.47 �l m m RIM EL. M7-.-88387517 RIM EL. 390.41- 392-31 Clv7V. Cy- IE (IN) - IE (IN) 38i.6 ) (% IE 1) 381.4 IE OUT) 379.9 -- - ------ ------- ---- -- ------- ------- -------------- -- ---- - ----- --- ------------ ------------------------ ---------------------- 3 7y. - 2 2 ifWrf C, --------------------- ---- ---------- --- - -------- --- AS-BUILT TO TE rOLLOWINGew-cKEDITEMS HEREON AREA ANlllrz, CER T M '-c D, S-E 1-0 0��H PERFORMEDBYA REGISMR LT OF A PIELD SUAVEV AN EOLANDSURvEyoA 4TOlM _URAIMAU R Z- --- ---- - --- ------------ ----------- -------- --------------- -------------- --------- _WATERSYSTW 'L*' 'T" NGRZ LOCH' LO 0 r c4T" v " 'p "I'MICAT:' T L" 00 rl I VERTLOCA- r� 10 .0 cli 0 Oi r- (0 [3'qTN I N F 6 )-4- r 00 Iii PVI STA 10+50 0) n 0) '0 C rl) to rl) n PVI ELEV 342.41 A L-JIL 5`13-f - - - --------- -- ----- -- ------ ----------------- ------------- - ------- E DAT� 15+00 16+00 17+00 18+00 19+00 bi 50.0' VC Lu 0 0 + 10 - PVI STA 18+76.25 rl----- - ----- ---- --- - ------------ --- ------------ ------ + to N PVI ELEV = 395.30 Lq .0) 00 -),6 o6 INTERSECTION STA: 22+21.60 10+00) 0� v, U) 00 rl) 00 00 ld 100.0, vc >- 0i I�j rl) r10 350 LO DIV.BOUNDARY STA: 20+91-65 Q� - ------------- --- ------- - --- - ----- -- - ------- ---- -- --- ------------------- 04 rl < 14+00 (6 c U-) LO z c'j 0 04 (D INTERSECTION STA: 19+90.72 (1+00) Lo + 0) + PO 0 0 V) m - r1o) SSMH 7 100TH S.E./ 122ND COURT S.E. + cy) - -- - -- -- ------ --- --- STA --- 1-14 48--6 -R--- - - -- --- ----- ------ ----- -- ------- ------ ----- INTERSECTION STA: 17+50 (1+00) g 00 rl) w 0 V) w RIM EL. -38&.9-8 35710 �? > Ld -- ---- --- - --- - ---- ------- -- -- -------------- --- --- ----- - ------- - ------------- -- - - 400 -- -- -- ---- -- --------- - IE (IN) 48-.89 :5-� DATUM ELEV IE OUT 348.79 --- - -------- - ------ ---------------- > - ----- - - --------- -- ------------------------ -- IE IN) 385.e 3116, 65- CIVA . CIV' > m ATUM EL V --------- ------- - - - --- ------- -- --- -- - ----------- ---- ----------- - --- - - - ---------------- ----- 340 IE 00 384.9 3 F q - 75- CA Q. CI-1. 0 0 OO 0 320 RIM EL. 39a.9239'3"/-' n U� rl) n "i 4- a 0) Ln C-� r- r-� �0 44 00(0 0� �t 0) f) C'� A- . 'n 0) (D n. od �t m - ----- - ----- -------- -- ------- - -- ------- --- ---------- - ----- - - ------------------ ---- --- - -------- - - ---- -------- ---- -- ---------- --- ---- - --- --- ------- ---- 22+00 23+00 A..Cf, rl) 1�) "t M rl) �1) Ln 390 n r- 10 --- ---------------- --- --------------------- - ------ ------------- -,e. C11 ------------------------ --------------- ------- ------ -- ------ ------ -- -- -------- -- --- -- - -- --- ---- - -- ----- --- - -- - -- --- ----- ----- - -- --- - ---------- ------ - P E-4 10+00 11+00 12+00 13+00 - -- --- -- --- - -- ------- --- - -- - ---------- -- - -- 71-/ ------------------ ----- - - - --------- ------- -------------------- - ------- --- -- ----- --- -- ------------- - -- ------ --- - ----- ---- ------------------ 330 .90 3smH 23 28477. A V E :t! STA 22100 YOSr-36 61•7RT --- - AL -yNwoon Cc, -0.50 % RIA4--&L: IE 390. C AlrC. C A/ ELI-V 7-zo 7y, ®� 0 EXPIRES 5-73-95 SEE PLAN SHEET 21 of 45 Y) r- co (D 0i r, LO 0) 00 �0 SSMH 3 r- co 0) . �t 365 0) c� c"I 00 DO - -------- ---- --------- - -------------------- - ---------- ------------- ------ ------- --- ----- -------- I --- - - - - -- -- - -------- -- ---- -- - ---- ----- -------- -- - ---- -- -------- --- ------- 0, z; m c� 0) N') 0) cy) 0) G) 4 0) 0) STA 2 1+08 0 R 0) 'd 0) 0 0 0 [A I I I I I I& I I I I I& I I I I& I I& A I A I I I A I I I IA I I I I I T1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 4 wl�-m 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -- -- -- ---- -- --------- - -------- -- --- -------- :5-� DATUM ELEV --- - -------- - ------ ---------------- -- - ----- - - --------- -- ------------------------ -- IE IN) 385.e 380 ATUM EL V SSMH 11 STA 17-4-46 29-R- IE 00 384.9 3 F q - 75- CA Q. CI-1. 0 0 OO 0 320 RIM EL. 39a.9239'3"/-' n U� rl) n "i 4- � 0) Ln C-� r- r-� �0 44 00(0 0� �t 0) f) C'� A- . 'n 0) (D n. od �t m - ----- - ----- -------- -- ------- - -- ------- --- -- IE- IE 22+00 23+00 A..Cf, rl) 1�) "t M rl) �1) Ln n n r- 10 3823! CIV; -,e. C11 IZcmwae�wsn Foe. ASS;, 10+00 11+00 12+00 13+00 - -- --- -- --- - -- ------- --- - -- - ---------- -- - -- 71-/ 370 28477. A V E AL -yNwoon -S-E /Vz�- DATUM ELI-V 7-zo 7y, ®� 0 EXPIRES 5-73-95 SEE PLAN SHEET 21 of 45 Y) r- co (D 0i r, LO 0) 00 �0 LC) CO r- co 0) . �t 365 0) c� c"I 00 DO CITY CD 1�' J:?, ]-� 2"T 'r C�) T"T 0, z; m c� 0) N') 0) cy) 0) G) 4 0) 0) (6 0) 0) -)a) 0) 'd 0) 0 0 0 0 ro 100) fl) n n to 11) rl) It `1- It DEPARTMENT OF PUBLIC WORKS 17+00 - 18+00 19+00 20+00 21+00 SANITARY SEWER PROFILES HONEY CREEK RIDGE 3 AS 901L 7- )91./c Y- /8f-9S 6 DESIGNED: DA 6 -7 -94 FII.E MANE: 2 PER CITY REDLINES WW,' D V,,C " "4 7-20-94 DRAWN: w, I PER CM- REDLINES ,IW_, � VIW,) DWC 41172lg4 117 CHECKED: 0, IvERT -Fs.�- 00 0 NO. REVE Y APPR. DATE PRO..: 26 OF: 4� [A I I I I I I& I I I I I& I I I I& I I& A I A I I I A I I I IA I I I I I T1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 4 wl�-m 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOW POINT ELEV = 405.50 LOW POINT STA = 23+32.50 HIGH POINT ELEV = 407.65 PVI STA = 23+39.16 z HIGH POINT STA = 20+82.39 PVI ELEV = 405.37 o PVI STA = 20+59.54 40.0' VC LL U J z%f- PVI ELEV = 408.16 (o 1 or� u� Lo to IN aj M Li L' cn i cD I-- z I- (o + 0 In 0) r- w + 0 n ui 0 + 0 C) 0. Lj n LLJ 160.0' VC L. n d0- J 05 b C4 04 u U-) > n Lo 6i 0 0 > 0 > Lu 0 6i LLJ t- 0 0 V) o rli Iq > m W > C) > + Lo 0 m 0 STA 17+56.70 INTER. In > m > LLI w (o q- -f 2-4 S.E. /S. E. 103 .0% L Li > LJ > LLI IA I f f I I sal 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R (13 4 4 AIR V, kC STA. 20+65 -- -- - -------------------- -- - - ------------------------------ --- -- ---- - - --------------- -------- ------- - -- --- - ------ ---- ---- -- --- --------- - - ---- ----- SEE QETAII- THIS SHFJ7 1-:4 - 55 - - ------ - - -- -- ------- - 400 PVC ®- ------- ---- - - ---- --- ------------ ---------- -- - ----------------- --------------- -------- ------ - -------- ---- --- ------- - ---- ----- ------- ------------- --SSMH -30 ----- -------- - SSMH 19 STA 22-+ 47 8 R STA 17+62 RIM EL. 5 R 4103-7 SSMH 291 STA 20+ 25 1 R RIM EL. IE (OUT) 5108. 3"--OS 397, I,E-"( �p I RIM EL. 3'ra-. -67-.3,Y-,Yo8,-7 W ------------------ ----- ------------- - --- - ---- --- ------ JE --- - ---- 3 - -------- - ----- - - ---- - ------ - -- - - -------- --,- i� 34� 390 /co PROPOSED 8"-PVC SE ER �41 - -------------------- --- - ---- -------- SSMH AB ----- --- --- E-4 4=1 - -- -8" PVC 0 -.50% STA 19+11 RIM EL. 4&�.�O 5 R 12-4 t h 81 PVC 8 6/lD ry 0� ame� I E 09n ---- - -- --- -- --- - ------ ----------- ----- 380 ROW CL INTERSECTION STA 10+00 0 rn 0) N 8 U, L-0 Go 04 CD 0 'o r� N 04 7 (o P, If) C', Do 124 S.E. S.E. 100 4 0 L6 0 (6 0 0 0 r- o0 (D Do (D r- co r-� 0 00 CD r r- 0 00 cc 010 (6 (.6 1-- 0 C) 00 (ti (6 00 vi V) 't "t- 1- 't d" 't ;4- 't ;d- -q- -1- "1- -j-" 1-'1- ROW EDGE S.E 100TH (N, SIDE) z 2 00) tl- .(o 0) . 19+00 20+00 21+00 22+00 23+00 23+86.93 0 PVI STA = 10+30 w V) 00 C5 00 00 Ci 0 PVI ELEV = 404.85 0� bi t -t I- I- �t '4t 40.0' VC 1-- z i I 17+00 - I LOW POINT ELEV = 399.93 uj Lo C) O� LOW POINT STA = 15+50.49 0 c� 0 u) Lo (o c� PVI STA = 15+73.35 AS-BUILTICERTIFICATE ui + Lo 0 41- + 0 0 + Lj 160.0' VC I ..... ... L..E THAT I.E FOLLOWING CHECKED ITEMS SHOWN HEREON AREA RESULT OF AFIELD SURVEY 0 cfj 1.0 PERFORMED BY A REGISTERED LAND SURVEYOR IAJ 1-- �Nl L0 110 - 11) Lo O0 STORM DRAINACE SANITARY SEWER WATER SYSTEM > > U > 0- vi 0) c� 0 + 0 STA 17+56.70 INTER. 0 -124 HORZLOCATION 0 HORZLOCATION HORZLOCATION 0 VIRTLOCATION VERTLOCATION VERTLOCATION ❑ Ld Lj + 0 STA 15+19.33 INTERSECTION ca S.E./S.E. 103 124 S.E./ S.E. 102 LLI I ❑ OTHER LLJ U p 0i 0 > > M Ld FiOA-6 WAY 400 -- -- ------ - --- --- --- - ----- -- --- --- - - - --- - --- -- --- - ---- - --- --- --- --- -- ---- ----- --- -- ----@ -R-VG-K-WER--=- i,4+LI7- 5-!�M-H 2/R0 8 "PVC RIM qol,3 I t,5- 3 IS, 390 --- ---------- - ----- SMH -- STA -10+0511- 23 R--- --- --- AS9-. RIM EL. 449-aA-3 d1o. Y, 9 SSMH 22 I E �Q� fy 3V,.-3t-,3 9'0, 8 STA 11+65 5 R -ve- @ Fj-owA ---- --------- ----- :5,57,57 - -Fo 9S.Mic PC, 2- 11 z 2 RIM EL. IE-�� ac- IE (00-T�-393.40 453-.4,&qo3,6 M 373, C -iv,-811pvc 2t -0,w % .58 1/6 81, If PVC 14 77 ...... A L EN 7- - Its dw2/6 4 SSMH 21 , SE EXPIR�-S 5-73-95 380 -- ----------- - -STA--15+ SSMH -20 -9-T-A16+E5 --- -r SEE [D LAN SHEETS 22 & 43 OF 42 1 h RIM EL. 3199-76'/00,5 Z 3a��aB I'EqZT) r� RIM EL. 49e-.8'5-41olA 3 R CITY C:) F, 1:z,::E: 11-Z C) 21z, DEPARTMENT OF PUBLIC WORKS DA TUM ELE V 1 I E (0161-T ) 39&A-7-38-5/ SANITARY SEWER PROFILES U') 0 375.00 Lo co 0 L co Lo 0 0 Ln U-) COO In 00) po 0 Or, 0) N 0) Ln 0) HONEY CREEK RIDGE Lo 01 o"q 0 0 lq Lo 0 0 00 0 0 0 0 0 E-) CD E-) 0 C) C5 0 0 c� 00 6 (D c; C) 0 C:) c� 00 3 DESIGNED: OWC OIWJ DATE 5-7-94 FILE NAME. 1- t �t 't 't t -q- "t- "t- d- n �* 't 2 PER CITY FEDLINES wv✓✓ IC 7-20-941 DRAWN "' 7 PER CITY REDLINES WWL) L) WC 4.1,2194 CHECKED wID 7 =4p' WyV,0-2?-21lW+oo 11+00 12+00 13+00 14+00 15+00 16+00 17+00 NO. REVISION BY APPR. DATE 11110VED SHEET 27 OF 45 IA I f f I I sal 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R (13 4 4 - -------------- I --- - -- - - - - -- -�- - - - - -- - --------- O "? -- - - -- PVI STA 1 +83.28 C6 0 rnN PVI ELEV = 398.35 + a R L. LOW POINT ELEV = 394.15 �2 >� LOW POINT STA = 3 +03.44 60.00' VC w O p w~ - -SSMH - - I I PVI STA = 2 +85.95 w ± 21 STA 1+08 17L STA 4 +07 6 R PVI ELEV = 393.21 00 a ° o STA 3--65.8 RIM EL RIM EL. 399.76 N LID w RIM EL. 395.37 100.00' VC LO `n 00 v w ul OM Lij + M w I E (IN) 86.75 O z• c�0 (n 0) N U DATUM ELEV U) D_ + L > m V m 83 °O O C d M 380.00 N Mme_ OCq LLI d co E; OS L' > m w LLJ f� (D (014- d 4 0) 0) tea _ w > m N O - -------------- I --- - -- - - - - -- -�- - - - - -- - --------- ------ ------------ - -- ------ -- - - -- 169" -8 "PVC 0 -0.50 % ! •' CNv STA 0 +21 C R L. 1 4 " -8 "PVC -0.50 %• : STA 2 05 2 R EL 393.90 - ------- - - - - -- - -- .. ....... ----- SS- M+4--27 -- -- ... _ - ---- - -- -- -- --- -- -- -- -- - -SSMH - - - - RIM EL. 4E 21 STA 1+08 17L STA 4 +07 6 R .___- SSMH - -- STA 2+41 4 L STA 3--65.8 RIM EL RIM EL. 399.76 RIM EL. a?4 5 I U RIM EL. 395.37 �M) I N N O IE (IN) 385.98 (W,S) IE (OUT) 87.fig.3 r � N I E (IN) 86.75 O z• E (UT) 385.88 DATUM ELEV W E ((OUT 386.65 83 °O O C d M 380.00 N Mme_ OCq ,i d co E; OS IE (ou) f� (D (014- d 4 0) 0) 't L(j 00 r,� mM O O) O N O 374"-8-'PVC MM ro -0.50 % 1 +00 �� 2 +00 RIM EL. 393-30 39�/S w 4 +00 3 +00 N CC z 3 R� 2 +00 PLR�G 1 +00 + O Cfl N CV a °} N (0 I I 60.00' VC SL• iL Wi DESIGNED: DN /C 400 - � E �7 38t -7-Y 8/.7 SEE PLAN PVI STA - 0 +92 42 SHEET 22 of 45 - - AS- BUILT CERTIFICA -TE 1 HEREBY DECLARE THAT THE FOLLOWING CHECKED ITEMS 405 PERFORMED BYrJA REGISTERED LAND SURVEYOREY STORM DRAINAGE SANITARY SEWER WATER SYSTEM HORZ LOCATIO�� HORZLOCATIOFJ ❑ HORZ LOCATION VERTLWATI �VERTLOCATION 0 VERTLOCATION 400 R U� UT1�.. QFTE 395 SSMH 18 z 0 SSMH 7 L`I SSMH 16 U U - CNv STA 0 +21 C R L. 00' V99.48 LOW POINT ELEV = 393.91 PVI ELEV = 396.48 0 : STA 2 05 2 R EL 393.90 3? '1 0 ° m m RIM EL. 4E __....._ _ -- _ _.__ .___- SSMH - -- 8 - - - -- - -- STA 3--65.8 RIM EL 1 4415 �- I I LOW POINT STA = 2 +11.03 I 0 100.00' VC I U o �M) I N N O � 00 � 00 n L0 L0 N r- r � N L0 t` O z• -0 O Ih L0 O o t PVI STA = 1 +89.60 W IE E 01ji) 83 °O O C d M 0) CO O ,o M ,i m M rn n IE (ou) SSMH 17 > STA 3 +95 0 R � ) n C14 rl PVI ELEV = 393.65 EXPiPES 5 -73 -416 IS 0 374"-8-'PVC ® -0.50 % 1 +00 2 +00 RIM EL. 393-30 39�/S w 385 4 +00 5 +00 + O Cfl N CV a °} N (0 I I 60.00' VC 3 Pcp- iL Wi DESIGNED: DN /C 400 - � E �7 38t -7-Y 8/.7 - g� - - - -- C O U R T N 00 LO I- � PLAN SHEET 23 of 45 c0 DATUM ELEV `C41E -4G vear 7 " =5 ww�c � 9�L® iw w� I L I w + 0 380.00 NO. j REVISION BY APPR I DATE APPROVED: SFfEET 7R OF 45 �w OD N c0 O O O N Q 0 O O O O O O O O 0) 0) 16 0 +00 1 +00 2 +00 3+00 4+00 ,5-vv pO)?T 01- YMPIA A-v5 COURT TO 1-2 t � SEE PLAN SHEET 23 of 45 PVI STA = 1 +60 LOW POINT ELEV = 402.14 0 ° PVI ELEV = 401.51 LOW POINT STA = 1 +36.67 N+ I 80.00' VC L� �_ --- --- - -- - ------ - - -- - - w ui O rl e 6�0 C) o o + G� + N C + p N O \ Q + U) Lv OPQ� ---- `t > U D p U (n W li: W w PVI STA = 4 +72.74 PVI ELEV z 0 SSMH 7 L`I SSMH 16 U U - SSMH XISTING SS H) PV10W0A Q•oc ASy;.. SEE PLAN SHEET 22 of 45 00' V99.48 LOW POINT ELEV = 393.91 PVI ELEV = 396.48 0 : STA 2 05 2 R EL 393.90 3? '1 0 ° m m __....._ _ -- _ _.__ .___- SSMH - -- 8 - - - -- - -- STA 3--65.8 RIM EL 1 4415 �- I I LOW POINT STA = 2 +11.03 I 0 100.00' VC I U o r N m N N O � 00 � 00 n L0 L0 N r- r � N L0 t` O z• -0 O Ih L0 O o t PVI STA = 1 +89.60 W DEPARTMENT OF PUBLIC WORKS ° O °O O C d M 0) CO O ,o M ,/ m M rn n IE (ou) 2 3 � ) n C14 rl PVI ELEV = 393.65 EXPiPES 5 -73 -416 IS 0 SANITARY SEWER PROFILES HONEY CREEK RIDGE 1 +00 2 +00 3 +00 4 +00 5 +00 + O Cfl N CV a °} N (0 I I 60.00' VC 3 Pcp- iL Wi DESIGNED: DN /C 400 - - ...- - g� - - - -- C O U R T N 00 LO I- � PLAN SHEET 23 of 45 2 PER C.!TY REDLINES j WWI/ DO/C! 1 -20 -94 PER CITY REDLINES WWJ DWC' 4172194 DRAWN: WWJ CHECKED: N /✓ /CC `C41E -4G vear 7 " =5 ww�c � 9�L® iw w� I L I .. .. 0) LO N L6 + M It W NO. j REVISION BY APPR I DATE APPROVED: SFfEET 7R OF 45 `n 0) 0) + 0) > m m w Iii Lli 16 � _ w W W - - - - -- - - - - - -- - - - - - - - -- -- - 400 w - - -- rn v - - �, > - - -- - - -- - - -- - -- - ----- - - - - -- - - - - - -- -- -- - - - - -- -- - - -- -- - - - --- - $ ti69> > > w m m m m U U > w w - 390 - _- - - - - - -- - - - -- - - ROADWAY L SSMH 19 STA 0+95 5 R vo3. N -- - R 2 3 390 -- - - - - -- - - - - - -- -- - - - - -- -- -- - - - - - - -- -- - - - - -- - - - -- - - - - -- -- - -- - - - -- -- - - - - - - -- - - - -- - -- -- - -- - - - - -- ----- - - - - -- - -- - -- - --------- - - - - -- - - -- - - - -- -- - -- ----- - - - - -- - - -- -- - - - - -- - - -- - -- - - - - -- - -- - - - -- RIM EL. > COURT DATUM ELEV 38q. 380.00 CO I� O N O LO C to ) t_ o U-) ------------ - -- -- -- ----------- - - - - -- ---- - - - -- -- -- - N 00 N 0 `� 00 4 P-- o 'd � _ ( - LO N d � (2 ✓ 0 d ✓ 141'-3" PVC ® - 50 % 1 +00 2 +00 3 +00 4 +00 - -� 185' -8" VC ® -0.50 % 380 - -- - --------- - If r r r r r A I I I I A s i i s I i I A I i i i i i Ii i i r r r i 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 1 SSMH 7 SSMH 16 - SSMH XISTING SS H) PV10W0A Q•oc ASy;.. SEE PLAN SHEET 22 of 45 STA 2 05 2 R EL 393.90 3? '1 STA 3 +39 8 R RIM EL. 394.08 +59 RIM EL. 399.7 C 7C T Y ®F RENT ® N RIM - (IN) 388:52 PrE E- w) DATUM ELEV 33'3 .7 IE �AFtS) 3 381.1 IE (IN) 380.00 ; * Pp• 28477 . q H Ptw.�Nmmen Fb? o"wl K 4C. �Cak 375.00 CID O CA r N m N N O � 00 � 00 n L0 L0 N r- r � N L0 t` O O O N -0 O Ih L0 O qE Ep �e sislcR,. FSS/ 11' ANA E '���x "R�vi DEPARTMENT OF PUBLIC WORKS ° O °O O C d M 0) CO O ,o M O m M rn n m 6 co D A M � ) n ° O o o O EXPiPES 5 -73 -416 IS 0 SANITARY SEWER PROFILES HONEY CREEK RIDGE 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 3 Pcp- iL Wi DESIGNED: DN /C DATE: 5 -7 -94 FLLE NAME: C O U R T NLS E E PLAN SHEET 23 of 45 2 PER C.!TY REDLINES j WWI/ DO/C! 1 -20 -94 PER CITY REDLINES WWJ DWC' 4172194 DRAWN: WWJ CHECKED: N /✓ /CC `C41E -4G vear 7 " =5 ww�c � 9�L® iw w� I L I NO. j REVISION BY APPR I DATE APPROVED: SFfEET 7R OF 45 If r r r r r A I I I I A s i i s I i I A I i i i i i Ii i i r r r i 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 1 C16" H.P. PETRO LINE 0\ 20" H.P. P ET O. LINE a °quo bp0g _ ao SAN. S WEIR M.H. 4 pH 54" FLAT TOP MH GRAPHIC SCALE x 1/VALE STA 34+ 2.86 8.97 RT RIM = 42.,5f,/- o zs so 10o zoo EP EXISTING g = t3 +ts. IE = 438,f36',GZ SAN. SEWER M.H. 3 S. 8 54 FLAT TOP MH L= 202.71' STA 35 +68.30 11.51 RT �, 18, ( IN FEET a oo ) EP EXISTING THICK. EDGE R= 300.0' RIM = 441..15 .5 46 0 1 inch = 50 ft , �:,. _. XIST 6' D.I. IE 8" E = 43;Z.55 <? G y38.03 6" SS STUB TYP o 4.0' •, U O 16' 22 PROVIDE 8" D.. STUB CAP 10' OUTSID ROW LEGEND z DO 4 ypA �V IE 8 S D.I. WIT CAP .5 0 BARBED WRE FENCE D c \v /J Off, IE 8" S = 436.68 oT VEIp1pE0 ° ° - WOOD FENCE \\ - O - CHAIN LINK FENCE TR TELEPHONE RISER Q 7- 'O' PP UTLN POLE SH AR G \ \ E- -GA GUY ANCHOR 1 4g40 JF'IP o � x \+ SHED LEGEND V D / \ x \ SANITARY SEWER M.H. 11 + RIM = 445.16 + IE 8" E = 434.56 IE 8" S = 434.48 BARBED PARE FENCE \ + 4A4A WOOD FENCE CHAIN LINK FENCE -iC TELEPHONE RISER PROVIDE 8" PVC STUB ak HOUSE UTILITY POLE 440.0 , SANITARY SEWER M.H. 2 CAP 10' OUTSIDE ROW + b / RIE B' N0= 435.56 GUY ANCHOR -- W �. SAN. WE H. 10- ° IE 8" W = 435.46 27.5' -8" PVC WITH CA @ .5% 4" FL T TOP M ° IE 8" S == 436.56 w ,NOT ECw-Eb ,2 x RI A 40446.86 9.76 RT EXIST SAN. SEWE M.H. 9 r STA 41 +62.99 41 06 RT EXISTING FIE 8 E _ "+-;c^ 442.0 I RIM = 442.35 STA. 42+ 13 RT W I sse IE 8 = 433-20 IE 8" E EXIST = - 1 -8" 90 BEND, M.J. 39 IE 8" N EXIST = 1 1 -CONCR T BLOCKING �J SAN. SEWER M.H. 2 0 X IE 8" W PROPOS �= 43�4.31- IIw10 I 54" FLAT TOP MH ��y3`1• I� R 00.00' EXIST CB 8" GATE VALVE, M.J. w° W RIM 37495.9 6 .48 RT Lzo2.ts• RIM = 442.]9 p a ASPHALT ASPHALT �I 440.0 = A' DRIVE DRIVE ASPHALT W `4 E H W = µ,M. wM. DRIVE AR SALT ASPHALT ASPHALT U IE 8" (N,S) = d3fr.#2 436.0 �5. /VALVE DRIVE DRIVE 6.. EB w.M. FH w VAL 03 Co -- A38� A6o C ® .43 w. v. _F18 THICKENED ED THICifgN€D- €Bt;E�P- ° -C �U �v( I(g3so .�1. ° w.v. 8 F.L. THICKENED EDGE W,o II m� na O E %ST E.P. w a oo x x RI = .11 PP E.P. IC ENED EDGE II ° -O- O o- �Eo._o o ® ® PP EP. EXIST CB WITH GRATE WM W.M. ____3_ 6" _ ASPHALT W.M. ASPHALT ASPHALT GRAVEL M. RIM = 4 5.56 0R1'� ASPHALT E (E,S)= 433.56 EXIS CB DRI DRIVE DRI DRIVE ASPHALT D SALT EXISTING 12" CP XI 442 3 w LOW POINT ELEV = 440.69 HIGH POINT ELEV = 442.45 LOW POINT ELEV = 441.78 LOW POINT STA = 36 +80.37 HIGH POINT STA = 38 +65.54 LOW POINT STA = 40 +00 AS -BUILT CERTIFICATE PVI STA = 37 +00 PVI STA = 38 +50 PVI STA = 40 +00 SANITARY SEWER IMPROVEMENT I HEREBY DECLARE THAT THE FOLLOWING CHECKED ITEM] PVI ELEV = 439.92 PVI ELEV = 442.78 PVI ELEV = 441.28 SHOWN HEREON DBYAARE ISTERETLANDSURVEYOREY PLAN AND PROFILE PERFORMED BY A REGISTERED LAND SURVEYOR STORM DRAINAGE SANITARY SEWER WATER SYSTEM 200.00' VC 100.00' VC 200.00' VC STA: 41 +75.91 ELEV: 443.2 I❑ HORZLOCATION HORZLOCATION nx HORZLDCATION 0 O 0 In 0 C - o END FULL WIDTH IMPROVEMENTS �' ❑ VERTLbCATIpN laVERTLOCATION U VERTLOCATION S.E. 100TH TO S.E. 101ST INTERSECTION SE 10CTH /128TH SE UD :4: M ❑`DTHER BETWEEN 128TH S.E. AND 130TH S.E. STA: 34 +04.33 ELEV: 443.2 n v n �* 1 EXISTING ROADWAY CL BEGIN FULL WIDTH IMPROVEMENTS �' w v1 w 0 cW.I v v Pis to -i6 -9C Co m GO PROPOSED ROADWAY CL a s a o_ Of w w -1.28% 8" TORM @ .7' SEPARATION 1.37% FOR CITY OF RENTON STANDARD D AT CROSSING 1.00% 1.00% 1.00% NOTES AND DETAILS - SEE APPROVED 8" STO M @ 1.5' SEPARATION 1,28% 1.90% "STORM @ 3.0' SEPARATION 3T 12" STORM @ 3.6' 5 ARATION HONEY CREEK ON -SITE IMPROVEMENT " PLAN SHEET 29 OF 45 82. 8 8" DI @ 22 .11' -8" DI @ ,8/ OUT TO EXI T SAN SEWER M.H 8 ATTACHED %o [y, 24.27' -8" PVC @ 50/ 15 .8' -8" PV @_5% 8" STORM @ .9' SEPA ATION 18° STORM .5' SEPARATI N 12" "TOR eI @ 10" S PARA -RON '65% SAN. Sl WER M.H. 3 USE E AFOAM PAD A CROSSING USE ETHAF AM PAD AT CRC SSING � SAN. SEWER M.H. 4 54" FL T TOP M.H. EXIST SA SEWER M. 9 54" FLAT TOP M.H. STA 35+68.30 11.51 RT STA 41+32.99 41.06 T STA 34 +82.86 8.97 RT RIM = 41.3$.5 SAN. SEWER M.H. 2 SAN. SEWER M.H. 1 RIM - 4 2.35 54'" FL T TOP M.H. RIM = 442,.52 •L IE 8" E = 435 54" FLAT TOP M.H. STA 40 16.86 9.76 RT IE 8" E XIST = IF 8" = 43-7 8. STA 37 +95.6 12.48 RT RIM = 41.59- IE 8" N EXIST = IE 8" E = 438.W,44 A 13803 RIM = 441. .G IE 8" E = -0,5-19 IE 8° W ROPOSED _ 434-31 IE 8° E = 36 -32-- ,{_ IE 8" - 'C 3y.3� IE s" w = 3°.r+� _ 93.5 89 IE 8" (S N) = 4361x2 �aocDw W..Cf 28477 VER ICAL SCALE: 1 " =10' �'D�PNA L •ENS\ ti D TUAf ELEV EXPIRES 5 -13 -95 400.0 0 0 7 m nN rn� d a No N� oN m M Do hro OT0 oro coo rnro No0 �u o rn n o co C]CTY QF RENT ©N Ln N M r�i rD ri N c i N C4 N o CD 0 C O � �i DD �i M ^ ni N c`i ID ri LID uD cD h F, DEPARTMENT OF PUBLIC WORKS 4 d' mod- d- OFF-SITE IMPROVEMENTS 2 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 39 +00 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 HONEY CREEK RIDGE -. DESIGNED: DWC DATE: 1/19/95 FILE NAME: DWC DrG sC : \c8:\9163s1 \aSnTOoRpN-.Ps ST SCALE. 1 50' P 9 B: CHECK ED: DWn Zi �0 APPROVED D NO. REVISION BY APPR. DATE APPROVED SHEET: 1 OF I ti eevr� 3Y a�l (qS r t r 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 -- _ — S ° PVC ®4.7% oil 1 � - - EXISTING EOP \ — - - -- T,, 3� 3� SSMH 1- SHALLOW MH SSMH 6 � G 3 � t�lM 33 5833 .5 ; t^� ' F� -- - - STM 2 7/99.81 \N -- -- WATER, SEWER, k STORM � °'i E IN t95 '� 7, Ch' IE, IN) CENTERLINE A v \ IE �O,IiT) 2,zZc�/PC < RoFl� �� IE �OU�2 /y c z. 1 ° 7th CO T /0 /S^STR I +(}6 5,LT - EXISTING DITCH CL 0 5 3'S /G qs XIST R C. . MA5C7NRY STILLING BASIN / / 1 E NG SEWER - EXISTING CB � LIFT STA I Iv4 LAN 1 A / VNe EXISTING OVERFLOW CHANNEL w CD V IE 19 . NEW 8° D.I. SEWER RETAINING WALL 8' WIDE Rf" t IE 196 EXI 8' D.I FORCE Y/ IE U77 193.0 � L � 72" R.C.P. Ily G %.: SSMH 1B 48 H 72 R.C.P. O 2.5% /,'1/0 3 L r STA fii•34:+�iH-3 -R{' i RIM 3E1EF56 zo0.G2 0 I N 50 v IE IN 49538 \ m , 1 �P54S1� \SSMH 5 / ( 3 X I f �I - O; ' o IE OUT)ScN. TA 9, +�42 �� - -� `...� /9s.G7cNrz5SMH 1A rNl j m RT IE *CONNECTION 194.67 R(M 0�78 iZR %STA CONNECT TO EXISTING 72 °RCP a - " SLIDE GA SEE WITH KOR -N -SEAL BOOT SON ,TE- IN6- ". _ < q < OR APPROVED EQUAL \ - i o m DETAIL SH ET OF a �\ I DUT) 3ZcNTRCf/- /, STA 1 +00 SSMH A �� - RIM 203.32 STA ,8 Ol ! - � Z. I GRAPHIC SCALE IE IN) N 26 o zfi 6o Ioo RIM ' 3/3 9G� �� IE OUT) / 9.22 CNTZ. CH. IE IN / ' I 1 • � 1Z¢mwuatvoeo Fo1= PNYD� IE �o T 3 �.,� %; i�T t 1° �� D E U I D S ELBOW S M 8485 10 RT - \ \\ 1 RIM _ s E�N) -' E UT) se,e ° ZZY• S n `, N I 1 V PT = 4 +27.325 � 4 +27.325 y TEMP. TURNAROUND � 1 z77 /G -8. UC - v. A STA 2 +02 19 LT vt . /o TEMP - ® R =4o' �g N) - 'RIM OU3$23879? , — STA 4 +24 7 RT RIM X396 b§S� x� ) 7 98' 387.97 ! j5' o \ ° VC ® O % �� I �. RE IM IN)�. -88� IE (OUT) 5� e 386./G - IE OUT) 3�9 99 -FRS) V 377, 71 CNT2. Cl r \ R LS A +0 12 RT , \ � i E IN �19z65 \ � s E U . CA /- `. MIN FP= 383 � \\\ 12 — -.\ 1v C)o tea_ � 1 PV \D W.C� _ C� 0 �' SSMH 10 STA 15+ 11 Rll�j �' �_'• AFS ��a: 4° \ ° RIM ,3 .41 v IE ) 38x-2 LO 'f OUT) 381 42 �\ 391.32 CNT,c CH• L SSIv4H 2 \ STA +02 \ x \\ - 57-A S2yo3RT � Q M I � I R/ IM IN .�p2o9. S6 \ V \ \` 79 \ q STA 117+46 393. f6 2 \ 1 SSMH 13 /E 3 90.8o avrk' H. IE UT) zoY 7� CNT2. CH- - 8 �� ` E IN )38 (S /s r T1FICA �- MINpF:3 � �° � �a � IE OUT 38�:4� (TR.ch: � � EMIN)+ TUE FOLI- F, = CHECKED -IrEMS 392' \ ' \ \., I HER EBY "`.CLARET." IE OUT) .31x9 . I. \ \ SHOWN H�HEON AREA 2ESULT L"DStI-OSURVEY \ '� - - \ PERF-0RMKDByARE - - LPh'D SURV C"i r \ \\ �O AavSEWER WATERSo'SttN \ \l \ N �' 38Y.7S fNTR.CH. ;TORMI)RAIHAGE SA:i HDAZLOCATION.\ _ y7' ] HORZ LOCATION _'TRZLOCATION ❑ 17\9 8• =PVC ® 4,7% VERTLOCATION .rnTII.00ATION ❑ VERTLOCATION �38♦,' I' s o o, o a i �I OTHER _ s , ,� 0 71' 8 "PVC ®�$7'% o - EXISTING EOP SSMH 1- SHALLOW MH STA 2 +25 1 '° °' ' RIM }9g IF9.82 ® T WATER, SEWER, & STORM IE IN 2` 11�' �r' ,� CITY O F R E N T O N ROFILE CENTERLINE \�\ IE OUT) 1-98.8 t ST-A 176.22 c/vT2. C//. \,, \ \ /' DEPARTMENT OF PUBLIC WORKS 93' =8° DI 0.5% 5MH- 1 ' v� - SANITARY SE11TR PLAN �z 1 " =40' 2 D \ EXISTING DITCH CL \ TA 2 +15 5 RT ` 6 ® T HONEY T CREEK RIDGE 4 \ \\ e XIST 54° C.. � 396/2` f � v RitM 398-fs� � 0 0 383.111E OUT) 38&90 EXIK T MASONRY STILLING BASIN /E G %N SW,S SE) 3fr3• a \p 3 AS QU /LT - - OwC y -/g yS DESIGNED. OWC _ DA'l'1� FILE NAY$ c CEN \ MIN FF 38G s - - - ' O 94 DRAWN. WWLJ WI/DC - 0L NO. REVL9I0 EXISTING I v _ SEWER �. ,� \ o. I, EXISTING C8 ,� i LIFT STA x HY APPR DATE APPROVED: AI I I I T I I I A I b T ( I I f 1 Il 1 A 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 V ® 03319 - (T I I I f I II I I I T I I I j I A i 19 18 17 16 15 14 13 12 11 10 9 8 7 6 14E38 r 1 A I I I T I i I IA 1 6 7 8 9 10 11 12 13 14 1 1 15 16 1 1 A 17 18 19 n — MHK 91 qo . a � IE STA lb+36 RIM 3� �38d0 8 , .0'50 � E (( 39 , C> SSMH 20 STA 16-55 o %NT \ \ RIM 46883 y � STq -2 +417 4 LT \ RIM X95-37 396,5 tia C rt IN r- F = \ 0,6 � V \ ^Y o •, \ SSMH 27 ST - -- - -. C ' 8 A 4 +06 1 9 , 1 RT RIM 7.85 M _ 9 - -�. - IE (OUT)_ 387 8 J / r ,J ww,O -?i -.?TKO D / 1 , EXISTING- O��OLES Z8 I X27 6 T' O3 8 IE y. .` - - -- -SSM '18C/\ 'HEREBY DECLARE THFlT THE FOL! STA. 19 +11 / T� ` PERFORMEDdYA qz A, ESUL LAIMVING CHECKED O� � OWING CHECI(ED ITEMS , 47 ` RIM `465 41 STORM DRAINAGE 383.6 !A SANITARYSEWER 0 1 \ HORZLOCATION �°— WATER SYSTEM IE VERTLO HORZ LOCATION I i� 1 ION ❑ HORZ LO� I V �'� ER VERT LOCATION ❑ VERTLOCATIONl ILL �\ yr' [ / -/- "�° TAH2O ID 3 > i MIN FF =385 \ \5F 38`1 / ;- /� EXISTING PO POLES .� SSMH 17 N\l 7 \ x ��STA MH 30 22 +47 8 R�TI RIM 466.68- 1 \ IE (OUT) 398 - 68-397.8 I \ ° STA 2 +0 2 9RT O ` �� ' �R1FA IE 381.71 3y,5.1 2 3 \ \ \ 10 I \ 18 \ PVG CTE470FW51 1 }I \ \ V SS H 16 00 STA 3 +39a X95 ? yo` oIb Tv3 To wES T sz MIN Ff =38�I SS 1 EXISTING SS MH) 1 1 �� I \ IPr STA +19 4 RT 1 �� -3 IE -38e-.9-3- 381.1 / RIM 399.09 399.7 } \ 0 3 e�- 76 C \ o �!( \ IL v IE (0 )T) 379.80 kl ��. X + -- - �'3y 0 GRAPIUiC SCALE is o zs 50 Too r 40• OkD N' q4 IZewwraeUOea �e D�prow.Q •��,� Nj• �orFSS o�A E E�G\�44Q EXPIRES 5 -13 -95 CITY OF RENTON ,}�• -- DEPARTMENT OF PUBLIC WORKS SANITARY SEWER PLAN ® 1 " =40' HONEY CREEK RIDGE 3 PEA DESIGNED DWC DATM 6 -1 -94 PILE HALM 2 PER CITY REDLINES WW✓ DWC 7 -20 -94 DRAWN: WW✓ 1 PER CITY REDLINES WWJ OWC 4/12/94 CHECEED: W ✓1'DC SCAM t " =40' NO. REVISION BY APPR DATE APPROVED: SBK41`. 23 OF. 45 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19