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Home My WebLink AboutzS-2110Set1 Y O 11111 r► NTO I washinwon Project 1 -- c I � S 2nd SL : / Hall RENTON VICINITY MAP WwO -b2 -2110 CITY OF RENTON RENTON CBD SEWER REPLACEMENT gN j REVISED TO CONFORM WITH CONSTRUCTION RECORDS BY:A'= �. � v-DATE= 2 -ZS -95 �I it f I I y I I i SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 �--�_ SHEET 7 - - - -,L -- SHEET 8 �_. SHEET 9 LOCATION MAP 0. S. STOHAI ENG EXPIRES 2 -19 -94 DRAWING INDEX SHEET NO. DESCRIPTION I COVER SHEET 2 LOGAN ST. - SEWER PLAN AND PROFILE 3 LOGAN ST. - SEWER PLAN AND PROFILE 4 LOGAN ST. - SEWER PLAN AND PROFILE 5 LOGAN ST - SEWER PLAN AND PROFILE 6 SO FOURTH ST - SEWER PLAN AND PROFILE 7 EAST ALLEY AT SO 4TH ST - SEWER PLAN AND PROFILE 8 WEST ALLEY AT SO 4TH ST - SEWER PLAN AND PROFILE 9 WILLIAMS AVE SO - SEWER PLAN AND PROFILE 10 DETAILS 11 DETAILS 12 DETAILS LEGEND DCONTROL. POINT TRAFFIC SIGNAL POLE 19 CASED MONUMENT 1� POWER POLE :K MATER GATE VALVE GUY WIRE ® WATER METER Q HOSE BIB ® POWER TRANSFORMER ® SANITARY MANHOLE M PLAYER HAND HOLE O STORM MANHOLE M PRIER VAULT O TELEPHONE MANHOLE ID SIGN m GAS VALVE IE TELEPHONE HAND HOLE FIRE HYDRANT CABLE TV HAND HOLE —r— FENCE D CATCH BASIN SPRINKLER HEAD 1' ,0- llGHT STANDARD 1 -7 BORING HOLE AND NUMBER —O LUdINA1RE NOTES: EXISTING OBJECTS AND LINE WORK ARE SHOWN SCREENED OR LABELED EXISTING. CALL FOR UTILITY LOCATIONS BEFORE YOU DIG. 48 HOUR LOCATORS 1 -800- 424 -5555 FIELD SURVEY CONDUCTED DURING AUGUST TO OCTOBER 1992 — SS — SANITARY SEWER. SIDE SEWER —SD— STORM DRAIN — W — WATER —BWM— BOEING WATER MAIN —G— NATURAL GAS —HPG— HIGH PRESSURE NATURAL GAS — P — UNDERGROUND POWER — T — UNDERGROUND TELEPHONE — TV — UNDERGROUND TELEVISION CABLE R/W RIGHT —OF —WAY ---DETAIL /SECTION NAME A �- -SHEET LOCATION //0 Jl"2 Q LOGAN AVE STA 0 +00 CONTROL PT. (CASE MON) �O 0+00 7.4 ".VERIFY 'SIZE, MATERhkt, LOCATION OF EXISTING 'SIDE SEWER AND MAKE CONNECTION ABANDON !N PLACE 10 6" SS (TYP) FF =35 24 ® DOOR � / 110 USE NO. 50 FF= 31.25 A DOOR HOUSE NO. 58 -7— _ _ T R/ql LOGAN AVE. SO. — 1 +00 _ -� STUB 2 00 c' SS SS SS $_ STA 0 +00 i SS MH FF =32.76 ® DOOR FF =32.66 0 DOOR FF =34.07 0 DOOR HOUSE NO. 59 LOCATE AND CONNECT TO HOUSE NO. 51 W/ BASEMENT FF= 30.71 0 DOOR EXISTING SIDE SEVER HOUSE NO. 55 BUILDING N0. 43 AT R/W PER DETAIL 8 (TR) 11 FF =37.24 ® DOOR BUILDING NO. 64 SCALE. 1 " =20' - I- w w Z in- LOGAN STREET STA. 4 +20.44 BACK EQUAWN STA. 2 +70.20 AHEAD CONTROL PT. RR SPIKE F- LLI w 6 32 - .. . I . l REMO EX MH ....... .. - - ::::EXISTING = GROIJN ' SURFACE i i 30 _ , _ •.' ._ _ ._ _ ..... .. .. .. . - I Y . _ _... . r,.... - -- - tn a I ■.. . - -. .. ..... .. .... .. - ...- .' ...:...:: :::.:.��..... .. ::: :.C9 .. - - -- - 4 -. -: .w :- fr --0:1 b ....: ...... .. -. - -.... . - - -- -- ---- . .. 2 'l- : AHEND. N: EXISTIN: ... . ..... .. ..Iz - - - .. Q ... E �. .... .. .... a " of ' 3- N � 26 .... -.. -.. -. -.... . .... ... -. .. - ... ..... -- - -_ - --- --- .. ----- .. -. � : Q -... .... j ........ ........ .. ......... ......... ........ : ...... .. - ._ __ -__ _._... -. ... P X TING MH PENETRATI NS 24 - -.- . -.. ....... -- WATERE. GHT SEAL S—_ 0048 SS- . .. .. .. ----- 72 .... ... .... - - " V . ... _ .... _ P _ -. INSTALL- E�'v -8'SS E E 0.002_ AL! I28 3�� s5C— S .. . : ::..... . . ... :::. SIDE S P A(S TO m, A m- m w w ?O ::: " ::. -. - n .. - > .. : . °' z . 1 kAINTAIN XISI7NG :M : T N QE8 !L - ... ... - W :. 71 / EMOVE E ISTING PV � m . .. INTERIOR OP" PIPES �. ..b 2. - .... .. ..�' N N '.. ....� .. .. + ..... .... .. .. v). Q v? Q N :... �.. . i ... - .. ....... . ......... .4._.. , , . :........ ..... - - - .... Q .:. Vs .. N NTERIOR ROP CON_ CTION :: 1. ITY OF 1Z NTON DAT M .. . r _ �n In no ..... ....... .. . .. ' .::.: i XISTiNG U LITY LOC boNS AR APoROXI LATE. W 6 ONTRACT R_ SHALL. LOCATE UTILITIES wo .." CATIONS' ND: q q 7F RING CO STRUCTiO . w 00 - -- N THS '�' : � ' 3: DJUSTME TS OF SID 'SEWER L I E G T MATCH:EXISTING SI E SEWER AT R/W 4 HALL BE N ACCORD NCE WITH THE... Q .. .. 1' ' N AN PPROVED BY' THE f' PECIFICA 0 S D j so STA: 2 +76 . . .. - .. EXISTING S MH !M 30.03 - - ... . 0 +00 .. .. 1 +00 2 +00 A 3 +00 �.. FV LL N INV a ZI-Vv rvwp -b? ?I /o REVISED TO CONFORM WITH CONSTRUCTION RECORDS BY: 4w A DATE: Z -Z8 -9S PROFILE /l\ VERT: 1'=2' 8" SS DROP CONNECTIONS INV 14.25 32 30 28 26 24 22 20 18 16 14 f Ld M Z M cV I- 00 U W FF =37.24 ® DOOR BUILDING NO. 64 SCALE. 1 " =20' - I- w w Z in- LOGAN STREET STA. 4 +20.44 BACK EQUAWN STA. 2 +70.20 AHEAD CONTROL PT. RR SPIKE F- LLI w 6 32 - .. . I . l REMO EX MH ....... .. - - ::::EXISTING = GROIJN ' SURFACE i i 30 _ , _ •.' ._ _ ._ _ ..... .. .. .. . - I Y . _ _... . r,.... - -- - tn a I ■.. . - -. .. ..... .. .... .. - ...- .' ...:...:: :::.:.��..... .. ::: :.C9 .. - - -- - 4 -. -: .w :- fr --0:1 b ....: ...... .. -. - -.... . - - -- -- ---- . .. 2 'l- : AHEND. N: EXISTIN: ... . ..... .. ..Iz - - - .. Q ... E �. .... .. .... a " of ' 3- N � 26 .... -.. -.. -. -.... . .... ... -. .. - ... ..... -- - -_ - --- --- .. ----- .. -. � : Q -... .... j ........ ........ .. ......... ......... ........ : ...... .. - ._ __ -__ _._... -. ... P X TING MH PENETRATI NS 24 - -.- . -.. ....... -- WATERE. GHT SEAL S—_ 0048 SS- . .. .. .. ----- 72 .... ... .... - - " V . ... _ .... _ P _ -. INSTALL- E�'v -8'SS E E 0.002_ AL! I28 3�� s5C— S .. . : ::..... . . ... :::. SIDE S P A(S TO m, A m- m w w ?O ::: " ::. -. - n .. - > .. : . °' z . 1 kAINTAIN XISI7NG :M : T N QE8 !L - ... ... - W :. 71 / EMOVE E ISTING PV � m . .. INTERIOR OP" PIPES �. ..b 2. - .... .. ..�' N N '.. ....� .. .. + ..... .... .. .. v). Q v? Q N :... �.. . i ... - .. ....... . ......... .4._.. , , . :........ ..... - - - .... Q .:. Vs .. N NTERIOR ROP CON_ CTION :: 1. ITY OF 1Z NTON DAT M .. . r _ �n In no ..... ....... .. . .. ' .::.: i XISTiNG U LITY LOC boNS AR APoROXI LATE. W 6 ONTRACT R_ SHALL. LOCATE UTILITIES wo .." CATIONS' ND: q q 7F RING CO STRUCTiO . w 00 - -- N THS '�' : � ' 3: DJUSTME TS OF SID 'SEWER L I E G T MATCH:EXISTING SI E SEWER AT R/W 4 HALL BE N ACCORD NCE WITH THE... Q .. .. 1' ' N AN PPROVED BY' THE f' PECIFICA 0 S D j so STA: 2 +76 . . .. - .. EXISTING S MH !M 30.03 - - ... . 0 +00 .. .. 1 +00 2 +00 A 3 +00 �.. FV LL N INV a ZI-Vv rvwp -b? ?I /o REVISED TO CONFORM WITH CONSTRUCTION RECORDS BY: 4w A DATE: Z -Z8 -9S PROFILE /l\ VERT: 1'=2' 8" SS DROP CONNECTIONS INV 14.25 32 30 28 26 24 22 20 18 16 14 f Ld M Z M cV I- 00 U W rvwp -b? ?I /o REVISED TO CONFORM WITH CONSTRUCTION RECORDS BY: 4w A DATE: Z -Z8 -9S PROFILE /l\ VERT: 1'=2' 8" SS DROP CONNECTIONS INV 14.25 32 30 28 26 24 22 20 18 16 14 f Ld M Z M cV I- 00 U W REVISED TO CONFORM WITH CONSTRUCTION RECORDS I� '3' Y: — "DATE: Z -Z8 -95 WWP-62 - ?/b ART: !"=2' W tf? M H 00 C) Lei Err !� REVISED TO CONFORM WITH II CONSTRUCTION RECORDS BY: WDATE:2 -Z8 -9S ww,o -62 -2110 rmur IL_r- r , , H ORZ:1 " =20' VERT:1 " =2' M W AOUSE NO, 108 4J FF= 3417 D DOOR HOUSE NO. 116 FF =36.54 0 DOOR , HOUSE 1`0. 150 FF =34.80 0 DOOR Ln STA 7 +53.48 �, _ �. �.� 4:i" ANCLE POINT (,,7',,' ,' "+ HOUSE NO. 126 FF -33,48 DOOR C.O. ST�F- CONNECT TO / SS MFi LaJ �� C ITERONE ROAD S+-1Ed1 R a a ' EXISTING // g.. SS CI ON 0 RD. ED /11J R/W � — — L __ , LLJ W LOGAN AVE. S0. _. ✓ '� _ N u ABANDON % , V) N oUi :. SO. 2ND ST. _ Y EXISTING / 6" SS ca / iv, STA. 11 +83.5, 8+00 –�S 8" PYt Q + 10 +00 ^ +00 �,�/� ONTROL PT- PUNCHED CARRAGE BOLT —ss - - —� 7 }'— \ LOGAN AVENUE SOUTH sruB �-_ j Ro- _ Ro "� to 1.7 ABANDON EXISTING 8" SS TH F STATION 1 +30 SOU 0 y —� RIB RfW + J STA. 7+80 -; R r t� = SS AAH w _._,._ - . � W V _.. ON C RO *_.,.. HOUSE NO. 127 F— HOUSE NO. 117 FF =34.84 ® DOOh� HO, USE N0. 526 � Q Q HOUSE NO. 109 ~ FF =34.22 0 DOOR HOUSE NO. 121B FF =33.97 @ DOOR N FF -34,05 g DOOR FF =27.93 ® DOOR HOUSE NO. 121A PLAN 1 HOUSE N0, 129 N FF =35.57 ® DOOR FF =36.45 ® DOOR O N -- W tf? M H 00 C) Lei Err !� REVISED TO CONFORM WITH II CONSTRUCTION RECORDS BY: WDATE:2 -Z8 -9S ww,o -62 -2110 rmur IL_r- r , , H ORZ:1 " =20' VERT:1 " =2' ,Z S©, 2ND ST, W Q LOGAN AVE SO. w W STA 0 +07.24 83 '37 ON w -_�� CSTA 11 +- SIT 4) CONTROL POINT / Z W r PUNCHED CARRAI BOLT 3 �STA +50 7-- rt"i-s.t07 RT. I1OUSf N0. 233 �\ STA 3 +88, �- 0' RT. ABANDON EX SS MH Z SS mm FF =33.80 0 DOOR / SS MH /47 SEE DETAIL 3 � , / r i0 U N� R W , } _ R R/W O _ . C.O C. R W _ * S ST A. 5+62.45 S o CONTROL PT (MON) +00 VG MH 0- 0 v'ni care B -7 _ N m � s"SS PVC m 1 +Ott 2 +�� LOGAN AGUE SOUTH +IDO i° t° w 8 "SS PVC 8 "SS DIP 4 +00 qp ` y RD twit -- . BW W In fn =• - M R/W I Z N BUILDING NO. 205 FF =33.30 0 DOOR (n U tU) 0' RT, CITY OF SEATTLE W SS MH ' � CEDAR RIVER WATER U) PLAN A ��/ PIPELINE R/W k \7 REVISED TO CONFORM WITH I) CONSTRU'CrION RECORDS 8Y:- 1WDA E- z -28-95 IroWiO 62 -2110 VLH 1: 7 =1 r a. ¢o dvri N 3 Z : I I.. V1 .., O H. ¢tL W: Sd,iVD GR 1?7D. Si3R ACE .. .. .. ...... ........ : .. _. ..... 34 34 -- - - ... - - TNT IN z °. .: Q::. ::::':. -- - �.. ::: �: �. .: I::. I: I I I I - ,. a m :: ........ _ �_. _ _ o :I x. : It .. 1 I:.... .:I. ( i 32 :::..:�..' :'::r #. :.... : __ 32 x � _ .... of .. EXISnNG MH a - 2.. � 0 I : I f� I- AB � . SEE NDON EXI h D ETA TINE MH. f' : . I I . I I � rn:m:. - _ ..... .. ..... ....... .... .... � �tk� ::: :::. � - - - - - ¢ Z r : a - L 'ri . N,, , w , r �.� .; ' I . 30 30 . W w ;.,. _ _ . - .. ....... ... .... ........ P"OVE. :I' : ::... : ;OfE4 S= 0 _ .. Y -- Gn ,i, .v . POTH SUf . xiiw . FACE.: COT, E TO VERIFY: rr TRACTOR: - .: . _ . , .. , .. ..::: ' .:: ' .. .... - - - - -- Snr w 2 ill ,......:. ... . EXiSTI1VG 8'SS .... :. l .I.. : ' .... : _ _ .. $ 2R 7R_... ....... - ... -. ....... I ..... .... ...... .... .. ..... he- I ... - 8..� .. ... ; . .. . . ' :. Imo^ INS DI :: A I DON :EXIT .n UL '8'S :CLAY - 256. S= Ilugm: ::. :': .. ::. :.I. . m AN REPLACE M i ... I.. 2S ":: - E t)E: R . PER w: 33.7 IF, �. --::- ... ... - I . ": "::' ':.:.. :: =,� D£ I IL: .g _. 1 ..0TY RENTON ATUtM. I I. --- ®. - - " - SS .PVC : .. ... o . ' o :... ... -... .... ... INSTALL= 8'SS: PVC: R PLACE::. .. ._ I in _ _ > .. -... � -_. .. -.. .. .� N I ... ._ I 2.I EXISTIN� UTILITY LOCATIONS .. .. -. - 24I - .. .. ... - _ to CD a a 9 '.:: ,..- OF R%W P '....... R OETAlG ..... 8:. ' :: ' '.:. :: .. ::� '... ..�I' oo rn~:z' + :N -_ ..: .C.D. - ...... n. `'' + ... ry. .. ... :� .tn a o M z z -- s L a mro.. + I: M .. a : S ...: - -- I -- -- SHALL IOC:ATE DURING I- :.......1 UT T CONSTRU CI TIES TiON:.... :... ':::.. 24 S =:� .: �v :. ...... �..... ..:...� - <o x - o :... �� ¢ . r a cn_.. d r I t ern_ cntn _ . !� �.... 3.i ji : AflJUSTENTS ........: OF: ..:' IDE. SEWEIk' I LOCATIONlS ... ..I:. I AND ...'I m >�. un o. -.. m ........: �'.... .... as��.ao. moo:) .�,o:..: 22 22 o _ z to ,n ». o - .:: :. : .. :::.: ::... .:..::: : .: : .::: ..... .:: ::: ' : : ' : ' : ' .... .... .. ..... - ..... - . -.... .. ... . ... .. . i:. 3:.......:I ...: :..::.. ....... - :.:: - : I:. -. ...:I:. - - :::: - : )MALL SPE C FI E' IN. till. ATI NS'A RD!SNCE: Y Q'APPRO iTri :THE: ED :BY: .. 'ENG INE ENGINEER- I .. ' I...... cl .. .. _. �C °� > >. .. .... .... .... ...... 4I P,PELIN .S Al. :BASED NT CE ERA N .ROAD. E 20 20 .. # °.> - �� I j I 1 I Ev . ¢ N a mrn x. x� .. ..... I.. i I � . . " . . . . . . . . . . . . . . . . I I 1 1 1 I I I I I STA o +oo 1 +00 2+oo DQn�II i 3 +00 4 +00 ('TTY nF RFNTnN REVISED TO CONFORM WITH I) CONSTRU'CrION RECORDS 8Y:- 1WDA E- z -28-95 IroWiO 62 -2110 VLH 1: 7 =1 -�Z- 30 28 26 24 22 = 3T3.85 NO ACCESS FF 550' SOS OVER RAILROAD � W 1 S STA 1+94 STA 0+00 { V) SS MH ABANDON MH 4TH ST. cc w REMOVE MH RIM, LID AND CL ALLEY 3 yi 5 UPPER 2' OF MH STRUCTURE t R/W SEE DETAIL 3 — — — — — ABANDON 10 C.O. S r�VC �+ STUB STUB *� 8 SSz?EP- X 8 "SS CLA as EX ,8 ^SS CLAY_. 8�SS a i ®o PVC STUB S" SS - .iii EAST ALLEY 1 U) ti (ALLEY BETWEEN MORRIS AVE SO \ �� NAND SMiTHERS AVE SO) uJ oc 0 I � BLDG N0.501 PLAN REMOVE EXISTING PAVEMENT AND I ^ =20• REPAVE WITH 3" ACP CLASS B STA 0+05 SS MH CONSTRUCT NEW SEWER ON THE SAME ALIGNMENT AS EXISTING SEWER. REVISED TO CONFORM WITH CONSTRUCTION RECORDS BY: ` DATE: 2 -28 -95 Wvvp - 62- 2110 VtVV PROFILE 2 VERT. i " =2' LJ Lo a' Z n 04 00 U W In 28 26 24 22 :: R MOVE EX ^SS CLAN ....:.. ......... . ASTING. Y: t>! ... , .. ...... ... .. ... ABANDO : IN PLACE: EXISTING 8`'SS: ASPHALT z .:. " ....... .. R .. ... .. MOVE AN . RACE ERL MH CLAY: PIPE: STA.: 2 QO TQ : ST . 2 +:26 1O. .. ........ ONC.. .. .. .� ..... .. ^ SURFACE, ASPIiA T . . ....:..: - - EXISTI - GROUND' SURFACE MANE Lff 7.. ... L. :. +- - -- - � REMOVE IMH. :RIM,. L D: AND pETAi �. z --- ---- f I. UPPER :2' OF MH TRUCTURE . i -- - - - - -._ REiAO_ : EXISiiNG SEE: DETAIL _ . XIS7ING 8 SS GT:AY ......... E .: L ...:.:.. 3 x o,::. . -... �. . : - 8"SS Y: STA. O5- TO 2 00:::: _ : _ . . - - 10 J POL: ETHYLENE H: JJ i ... .. - SEE. ETAIL. .1 .. _ —_ I BLE N . Acj. .... .. :: _. ,. 8P I/8:8 D::: . -. ... ' .... .... ...... ... :.. . ... - PVC .: ., S ..0047.: w::.- i .. - 8 P C WYt W CAP 45: LF .. SS PVC .. .. - o ...... ..... .... ... .. .... . :::45 , ....... - ai - !- INST S SS C EP AND ii PER OF 8u°r ~ � - � ITES 0 _. .. ... . . a m . . N :: IS21 ... .. ......... ...F TT N .. o �:� : — �a - WER vi �— .. AS RE: R SHALL: .. a _ ' . z . .. _ - - 1. I ern [ ....... OCATE U ....... Lt7 E DU :.......: ING CONIS :.......: RUCTIONS :... ... :: -: :. : ::::: :::::: ::.. .......................a....... ... :: .... .: '::' O to p ..: - - - :.......:�:...... .......: :.......: ...: .....- - i Q� T F SIDE SEWER: _ OCATIONS AND .mad 1 LENG THS 0 CON EWERS:: a ¢ ",.,.; a. .... - I m. �° Inm. -. .. I :.. SHALL- BE IN ACCO R N ANCE:WITINTHEIDE. N vii vii ao 0o qo . ......... I ..... - - :..... - - : ! :.... _ .. � .... .. SP I ICn CNS ... .... I: iI iis TI REVISED TO CONFORM WITH CONSTRUCTION RECORDS BY: ` DATE: 2 -28 -95 Wvvp - 62- 2110 VtVV PROFILE 2 VERT. i " =2' LJ Lo a' Z n 04 00 U W In 28 26 24 22 HOUSE NO. 409 HOUSE NO. 405 C14 FF=29.92 0 DOOR HOUSE NO. 411 HOUSE NO, 419 FF=32.54 0 DOOR FF=29-38 0 DOOR HOUSE NO. 415 qr ff'=29.79 (0 DOOR CA LUCA I E ANU 0 LA Li CONNECT TO Lle: EX MH TO REMAIN Of a: 0 LD rl. EX 4"SS AND x 00 HOUSE NO� 425 _H 58 V) W WEST ALLEY (ALLEY BETWEEN WHITWORT I AVE SO. ABANDON 4"SS STA 3+ FF=29.04 0 DOOR STA 0 +00 a0 WEST ON CONN, MH LXISIING WH T\ x X AND MORRIS AVE SO. AT SO. 4TH STREET) POINT /-HOUSE NO. 429 I IZ SO 47W S FF=29.60 0 DOOR 4"SS LJ INSTALL EXTERIOR Of DROP PIPE U) 5n 6-x4- REDUCER-,, PER DETAIL X 7-co Z 10 Lu 6"Ss U) CPO _R/W NO ACCESS OVER Ra, RAILROAD +00 ___qA ABANDON ur n AE 7 F_ 1+00 2+00 3+00 EX-87 1 1 _w_ cAl ss .0 TUB Enj CLAY UT V� (n 00 n :,o_ — R /W U) TELE LINES AND EDGE OF EX. A.C. CABLE LINE (TYP) REMOVE A.C. PAVEMENT CONSTRUCT NEW 8"SS 4 IN ALLEY AND PAVE IMTH ON SAME HORIZONTAL PLAN A.C. CLASS B TO EXISTING ALIGNMENT AS EXISTING 8"SS 1"=20' EDGE OF PAVEMENT HOUSE NO. 404 FF=28.84 -0 DOOR HOUSE NO. 408 HOUSE NO' 426 HOUSE NO. 430 w P FF=29.42 a DOOR Q R FF=28.89 0 DOOR HOUSE NO. 414 HOUSE NO. 416 FF=30.38 0 DOOR FF=30-52 0 DOOR ----- --- ------ &J�EMOVE 0ISTNO: 89 !MH :AND :: . ..... w: ... - - ---- - EXISTING: li)-SS'CLAY PIPE::::' �.:wqw: w i: ...... ----- --- ----- - Oil YET -H YLEilt M H ABANDON EXIST ic- lo"ss .. ......... ......... .... 32 32 �CLAY, SOUTH .OF STA. 3+6. S-E DETAIL 1!2 1 1 -:MAt HOLE w: ------ TO EX STING w: --- --------- -- - --- ......... .. w: �:: ::::::::: ..... ......... . ......... ... - ----- --------- iNst ku- 8,88 pvc In 0 16 :1 ..< 3: ...... ........ REMOVE: EX STING REP Act Aug 3DE, � 0 , ::��: 'o : 1:::::::: ::::::::: �:::: I ......... --- --- ----- --- I 30 'r-' � . A. 1 nm4zq rl AN 30 q --- SEE DETAIL z ji E KISTfNG: ON OUND -SUR 7ALE w: .. ......... ......... .. 28 28 AIR:: ..... .. .... ....... . ......... ......... ...... w MAIN ... .. ...... rPLJG:MANH(D-E: INLET: – – – -------- EXIS ING: MH . ......... W N�SHRINK GROUT: FQ:� .... ....... ......... . ------ -- 26 -V TER TIGH -SEAL... 26 !s CL .... .... ... ...... --------- - .... Ay ........ Ye.. ...... ....... ... q: .... ... 24 24 ... .. w...... INS T ALL: DROP CON t FCTIONI_ ........ �PER: DE .. ...... .. ..... - ----- TAII ..... .. : * * , , : : . . ...... ......... ......... w.— -5 ..... ... ..... 039� ------- :N- i0:.:: .... 3r 558 -P: Pvc ;6-90E 4EP;. - sz=ox efar- Aoft 22 of ... ... 22 w .. ........ .... ... ... . . . : q ..... ......... ..... . ...... .. ....... .. .... RECHANNEL MH w -- ------ - NOTE f _c%l ..... .... FOR NEW PIPING- ...... . .. .. . .. ..... 1 CITY aF_,REN_TQb D CA ..... ... .... ... A w_ ct .... .. 2.::EXIS.7 NG UTILITY: LOCATION :(INCLUDI I�G :SEWER ) z. 20 tn J: (n 00 0 00 ... 0 ....... 0) Q CA w i I '. - 9 - " �:::. ARE: \PPROXIMATE.::.C.ONTIRACTOR: SI-ALL to a "t Lo + + + 10 .... 9 <0 00 -GNSTR Z + + + LOCH UTILtTIE& DURING: u U.Cl ION. � + w w q z '0 m .0 __cN4 . . . . . .. . . . . . . . En > -2 �elm Il 7!�� In ELEV N VS S , co :.3.::ADJU Tm (n U, E ER LOCAT ONS. A -(n ib U) I.& n(o(nj(n(nj<o . . . . . . . . . . NTS: CF:SIDE :SE\ ND' (n co (n co to ul ul <n HS:TO:CCNNECT - - - - - - - - - LENG :TO EXISTING::'-: IDESEWERS 0 > a_ SHAL_: BE :IN AGCORDANCE AMTH:THE Q- b . . . .. . . . . . �SPEC FICATIONS. o 9 4+00 + 1+00 2+00 3+00 STA 0 E� uj;� PROFILE CITY OF RENTON (nuV) U) 3: DEPARTMENT OF PUBLIC WORKS X 57< ui HORZ: 1'=20-A oDuiz VERT 1"=2' 1 RENTON C8D SEWER REPLACEMENT REVISED TO CONFORM WITH CONSTRUCTION RECORDS BY. 4"__6 ATE: Z-218-95 " Wwp-*2-2//0 CONNECT TO EX 4 "SS CIP HOUSE NO. 101 (HAND DIGGING MAY SE FF =39.15 0 DOOR 5-119 �- REQUIRED AROUND EX STA 3 +35. 3.7' LT HOUSE Na 103 STA tX SS VIM SS MH FF =39.03 ® DOOR �i�E 3.0' LT UTILITIES, SEE NOTE 3 ) LOCATE AND CONNECT HOUSE N0. 105 \ TO EX 6 "SS FF =36.19 0 DOOR r BUILDING NO. 710 \ HOUSE N0. 111 L� R/w FF -36.97 0 DOOR 1 FF=36.43 A DOOR HOUSE N0. 107 FF =36.1 7 0 DOOR _ o of _ _ .._ _ .• . � � w � SCI � - � � �.__ 8 'SS PVC co = 10.5'_, (MIN) n , , ss ss � -ti 1+ - WILLIAMS AVENUE SOUTH a -40 -- - + 55 + (MIN) 8SS PVC / Z - - S +On S 04 STA 0 +00 SO. N WILLIAMS AVE So. io CG3 ii GL PT (MOW CONTROL PT. (NON) LLI, ILI II � .: R/w �— — _ —_ — U ABANDON �.'. HOUSE wlu. 118 12A ABANDON EX 4"SS RAW R W, (n Ld N ii j EX 6"SS FF =36.37 0 DD�2 \-INSTALL PLUG pp " I ABANDON I o , Z LOCATE AND CONNECT EX 4 "S5 I. (V - LOCATE AND CONNECT BL G. 4" 820 SS FOR TO EX. 4" CONC SS MOUSE NO. 116 BLDG. NO. 820 O I FF =3830 O DOOR HOUSE =3L6 NO. 110 0 DOOR (n PLAN LLOCATE AND CONNECT 1 " =20' TO EX 4 "CONC SS 38 36 34 32 30 I ELEV STA U +UU PROFILE 0 HORZ: 1"=20' VERT: 1 " =2' REVISED TO CONFORM WITH CONSTRU07100� RECORDS BY: %DATE: Z -2$-95 5--211, 38 36 34 32 30 AL I I I z I A 1 Z 1 l 1 1 I a I 1 i t z I 1 I I 1 RENO EXISTING 8' CLAY R OVE. EXIS NG 8.. "SS CLAY.::: . „ .. ... AND: R CE :WI: 8.:PVC R D REPLACE. ALI WITH. 8° SIDE SE DIP_ . . RS tlg : _REPLA ALL: Si SE3i?S {{ 7 LACE EDGE: OF !: q ..... ..:: ::..'. -.: :::TO :ED OF: R:. :::... 1 ::: ::" . ::::.:' g 7.1 ... : -- - -r: _ �- .:._: „ .. - z EX! TiNG GR0 ND SURF E REMOVE . 7 X .MH .... . -. to . �. ..... ... .. -... ..... .. .. .. :Z -... .. -.. t. -. Z ... -_ __ _ _... r _ Q, �I �: - I UI ... I I La: .:. .. .. - . . ..- ... z ., .. R IEMOYE STING B .. CLAY. z' : ; ::.. ' : r' :... " : �... r,. :: ' QJ : a;. - REMOVE E�iC MH �Z : - :a: 3 ?-..- a: Z.. a: Q AND :REP CE:WITH: 'SS PVC: z, `m :: :..... :3i: p.... a# ....... . 31.... :.. - . _ . x. x: REPEWCE QX-S0E-,c EWER �. EDGE. R/W .. 3,......I ... 1 ...... -- .TO - I I. SEE DET ...... .. - - . M NTAIN .... ... .. ... . .... .. :..: ----- Y : E TiNG MH : :::: .::: - - - -- - 183.8 ... .. .... ... .. ... ...... ..._ . if S 'I ':' q .. ....---.' ......I .... .... :.... :.... .' ..... ..... - - . -. - - .�: .. : : ......- .. .d. N r, ... ui 1 rn in o •> ------- -- - --- -- -- i! ... ... ... -- N. . ... � ... -. .. -.. .. -...._ -.. ......::: ...... ... -....- .. ... - -. .... .- .. ... .... -.. .... .........�.. ......... ... N... 30, ..... (�. .. ...QN ... V}...... .. ... ... 0, . fn.Rn N -' 1» _ .. z + -S ::1 .. �.: - - .. clD - - -.... --- .. -. I j ... f I ... fn to t0' Q N T (n co v vi - co:.. ' ...: cp : ... cp .. ...: .... .... c0 .. .. m. U . to : . to �p . o : (D.. : � - in zr1. - > a _.- :::: .:::: :. �. .. .. ... :::: o a : ! I 1 . CI RENTON I.. DATU . ' z - _ a : - - 2.::E ISTING :UTI ITY. LOCAl IONS: (INC UDI :NG: SE. ER C,4 o Y z: p: . . : ... ... ... ! o o :::A E: AP.PRG iMATE.:::C NTR.ACTOR :SHALL:.. ........ P WER'NOT SHOWN .: biN: ... 1 .... ..... ... - -.. -. ...... - -_ -. .. .... .. .... o to 1n ao : :::: :: L l l - A TM NT :: F : SIDE SEWER : LO ATIONS a66- +z z z " I: I : - _ :: _ is _ I i:.......:1 i 3 C I- NGTHS :TO CONNECT. I.. T.O:EXISTING :SIIIE .. ... 0 -.:.(10 0 in W cil isl -: :: :. : ::.:::.. .:::.. .:.. .:. ... ..� :...... [ - ::.. -. ......:!........ .. .. ... ...- ... - -- -... -... -.. S ...--- .. c. tru ECIFICATI S: .. ....... i. .:::::: .. ... .. .. ... � I I I 4_ PI .EI INE ST TIONS' BA ED: ON CE ITERLINE R.: .. 44-on STA U +UU PROFILE 0 HORZ: 1"=20' VERT: 1 " =2' REVISED TO CONFORM WITH CONSTRU07100� RECORDS BY: %DATE: Z -2$-95 5--211, 38 36 34 32 30 AL I I I z I A 1 Z 1 l 1 1 I a I 1 i t z I 1 I I 1 FINISHED SUR CONCRE CHANNE MORTAF FILLET 24' X '6 ¢ mE wD, C-nv-p PER DETAAL 10 ADJUS71xENT A' MIN CONE MORTAR JOINTS i'RECAST REINFORCED CONCRETE SECTION STEPS — 3/4" DEFORMED BAR SALT VANIZED SAFETY STEPS SHALL BE 12" WIDE. STEPS SHALL BE INSTALLED PRIOR TO MH SECTION IN PLACE CONCRETE BASE AND SECTIONS BY PiPE INC., OR APPROVED EQUAL LADDER —STD. ALUMINUM OR GALVANIZED STEEL CAST CONCRETE IN PLACE I PRECAST BASE OR CAST IN PLACE ?� - -.- - -- NOTES: 1, AU_ MANHOLES SHALL RE CONCRETE tO6� MI UNLESS OTHERWISE SHOWN. POLYETHYLENE MANHOLES SHALL BE PER DETAIL i1 SANITARY CONCRETE MANHOLE TYPICAL 12 DETAIL 2. IF DEPTH FOR CONCRETE MH FROM 1 TOP OF COVER TO PIPE INVERT IIS NO SCALE TYP LESS THAN 7' USE SHALLOW MANHOLE PER DETAIL 90 1 /2° w__r�_B s PL. -1 /2° x 3" x 3/8" Ir NON —SKID PATTERN rnni �� CAST INTEGRAL ON TOP n a COVER (NON — LOCKING) FRAME (NON — LOCKING) FOR 5/8 " —i1 N.C. x S.S. SOC. HD. CAP SCREW (3 REOV) A A B T3/4" P. NON —SKID PATTERN 2" RAISED LETTERS AS DRILL AND TAP REO'D, SEE NOTE No.3 BELOW 5/8 " —li N.C. ON 23" B.C.(TYP. 3 NDERSIDE SHOWN FOR CLARITY CORE (TYP.) ON 23" B.C. FRAME (LOCKING) 1 -1/ CORE(TYP.) (LOCKING) 26-318" COVER(LOCKING) 25 -1/4 1 -3/8- 24" 5/8„ 3/8,. 2.. io 23 -114" L 1" SEAT —1/2" 3/4" I 25" 33 -1/4" SECTION A —A SECTION B —B PRECAST REINFORCED MORTA FILLET PIPI INV. 4" MIN, TO 12" MAX. 8ACKFII.I AN PER DETAIL 3" MIN REMOVE TOP 3' MIN. OF MANHOLE UNLESS OTHERWISE SHOWN AND DISPOSE OFFSITE FILL MANHOLE WITH WASHED ROCK EXISTING PIPES WITH GROUT ABANDON EXISTING MANHOLE DETAIL r3 NO SCALE TYP NOTES: 1. MH BASE, SECTIONS, FRAME, COVER AND STEPS - +3.4_L BE PER DETAIL 10 TYPICAL T � TEE ` 2. IF DEPTH FROM TOP OF MH COVER TO PIPE INVERT IS GREATER MANHOLE MIN. THAN 7' CONSTRUCT MH PER DETAIL �-6" 10 I i 3' MAX. 1/2 PLUG AS DAM I SANITARY SHALLOW CONCRETE MANHOLE I I DETAIL 2 NO SCALE TYP I I . I I 2 6" MIN. N I • ALL AROUND PIPE I PVC PIPE CAST IN PLACE I CONCRETE CHANNEL i I I CEMENT CONCRETE CLASS C CAST IN PLACE 90 BEND TYPICAL MANHOLE FOUNDATION MATERIAL AND CONSTRUCTION - - - -L s 15 2110 NOTES: FOR NON — LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR APPROVED EQUAL. 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR APPROVED EQUAL. 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). 4. USE NON — LOCKING FRAME AND COVERS WITHIN CITY R/W REVISED TO CONFORM WITH MANHOLE FRAME AND COVER CONSTRUCTIO0Ol$ RECORDS DETAIL BY- �I DATE: 2 -Z8 -95 Wimp - 62 - 2110 NO SCALE TYP EXTERIOR DROP CONNECTION FOR SANITARY SEWERS DETAIL 5 NO SCALE S CONCRETE MANHOLE I I PROPERTY LINE -CODE DRILL EXISTING MH z IF KNOCKOUT NOT PROVIDED NEW SANITARY SEWER PIPE � -MANHOLE ADAPTER GASKET vVv' z e r e`e`v e v` r AROUND PIPE, ROMAC B"LCT eeeeveever.- ,vvvvevvevv, vvv avvvavv ' OR 'EQUAL QUICK SET, NON - SHRINK GROUT ALL AROUND PIPE --° (ALLOW TO CURE PRIOR TO PLACING BACKI=ILL) BEVEL PIPE END vvoc000vvvv vcovovvvevv+ vvvvvvv vvv vvvvor�vvv� PIPE BEDDING SEE DETAIL/ RECHANNEL MANHOLE IF EXISTING CHANNEL DISTURBED. USE QUICK SET GROUT. ELEVATION TYPICAL CONCRETE MANHOLE PENETRATION DETAIL NO SCALE TYP 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" RAISE-1/2" WIDE BORDER o A +--I CAST IRON RINI FOR CLEA 3 wwP - 624110 2' -0" CONCRETE o' CLASS 3000 I A7 .` I I� 4 -3/4" 112" 0' --- FIBER JOINT PACKING 4t (1/8) BEND CLEAN -OUT DETAIL NO SCALE TYP PIPE 0 c PLUG WHERE REQUIRED. PLUG TO BE SFAIFD IN SAME MANNER AS MAIN SEWER JOINTS. REVISED TO CONFORM WITH CONSTRUCTION RECORDS BY: DATE: Z -Z8 -95 CAST 1N PLACE 1:3:5 MIX CONCRETE SLOOaNG ---� 6" SIDE OUTLET TEE 6 " MIN, SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25' ELEVATION 60' ALLOWABLE MAX. FOR DUCTILE IRON PIPE. / LNG o1_1 MPX� 9� 25 G 2% MIN SL0PE JSEE NOTE 1 ) TAZf6iHORl)\ZON IL EWER MAIN TYPICAL SIDE SEWER ELEVATION r SEWER MAIN I I PROPERTY LINE z -- -- EXISTING SIDE 6' SIDE SEWER SEWER TO BLDG TEE WITH 6" SIDE OUTLET I � 1 PLAN CONNECT TO EXISTING SIDE SEWER AT R/W LINE UNLESS OTHERWISE SHOWN N � rr--- _ -_ -__ I r- - -- CAP PROVIDE CLEANOUT 1 WHERE SHOWN ON DRAWINGS OR WHERE - = REQUIRED BY ENGINEER. INSTALL PER DETAIL r- EXISTING SEWER MAIN (REMOVE 11 OR ABANDON IN PLACE) CONNECT TO EXISTING SIDE SEWER AT R/W LINE UNLESS SHOWN OTHERWISE EXISTING 6" SIDE SEWER STUB (REMOVE TO R/W LINE) _ _ T�EXISTING SIDE SEWER IF TYPE OF EXISTING SIDE SEWER — -' — PIPE DIFFERS FROM 6 "SS PROVIDE FLEXIBLE FERNCO COUPLING (OR APPROVED EQUAL) W/ S.ST. BANDS. 6 "x 4" REDUCER (IF REQUIRED) NEW 6" SIDE SEWER 6" WYE POSITIONED AS REQUIRED 1/8 OR 1/16 BEND (IF REQUIRED) ALTERNATE 1/8 OR 1/16 BEND LOCATION NOTE: (MAXIMUM OF 1 BEND PER SIDE SEWER IN R /W) 1. 1% MIN. SLOPE MAY BE USED FOR SIDE SEWERS ONLY WHERE APPROVED TEE WITH 6" SIDE OUTLET BY THE ENGINEER ELE-V NEW SEWER MAIN 5 21 TYPICAL SIDE SEWER REPLACEMENT DETAIL t�8� CITY OF RENTON NO SCALE TYP NOTES: 1_ PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 1 COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. 4. THE PIPE ZONE SHALL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CONCRETE ENCASEMENT BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -(1/2 I.D.) + 18 ". 5. TRENCH BACKFILL WITHIN PIPE ZONE SHALL CONFORM TO "BANK RUN GRAVEL FOR TRENCH BACKFILL" IN SECTION 9 -03 OF THE STANDARD SPECIFICATION, EXCEPT THAT ALL MATERIAL SHALL PASS A 1' SQUARE OPENING. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN SECTION 9 -03 OF THE STANDARD SPECIFICATION_ 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN SECTION 9 -03 OF THE STANDARD SPECIFICATION. 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT SPECIFIED SLOPE IS MAINTAINED. 9. CONCRETE ENCASEMENT SHALL BE USED IN THE FOLLOWING CASES: A_ WHERE DIRECTED BY THE ENGINEER. B. WHERE SHOWN OR SPECIFIED. C. WHERE SEWER PIPE IS WITHIN 18" OF A WATER PIPE. D. WHERE PIPE CROSSING IS WITHIN 6" OF OTHER EXISTING UTILITY PIPES OR DUCT BANKS, AND APPROVED BY THE ENGINEER. 10. IF CONCRETE ENCASEMENT IS NOT REQUIRED, D.I. PIPE SHALL BE INSTALLED WITH BEDDING CLASS B, PVC PIPE AND CPEP SHALL BE INSTALLED WITH BEDDING CLASS F. _ BEDDING CLASS DESIGN CONCRETE DIMENSION ENCASE CLASS B CLASS F 4° MIN. A 1/4 1.D, 6" MIN 6" MIN 12" MAX. B O.D. 1/2 O.D. O.D. I� C — 1/2 O.D. — PIPE BEDDING FOR SANITARY SEWERS DETAIL W WP -62-2110 NO SCALE TYP 'SEE NOTE 4 RESTORATION ... - UNITS Or F'zF ZONE COMMENTS/ TYPE CONCRETE CLASS 3000 (SEE NOTE 8) 1 j OTHER REQUIREMENTS A.C. PAVEMENT FOUNDATION LEVEL (UNDISTURBED i6 P.. NATIVE SOIL) _- RENTON STD PLANS PG. H032) AC OVERLAY WHERE SHOWN CONCRETE ENCASE TO ALL EX18 GRADES AND CURBS. (SEE NOTE 4) SEE RENTON STD PLANS _ ZONE LIMITS OF PIPS ,�t�Ng 1 BACKFILL MATERIAL (ROADWAY) (SEE NOTE 5) 611' BEDDING MATERIAL - FOR RIGID PIPE TO 95% (SEE NOTE 6) CONCRETE SURFACE MATCH EXISTING ✓ FOUNDATION LEVEL (UNDISTURBED a' NATIVE SOIL) ' ✓✓ /t 1 ' 7EXTURF- AND GRAD E (CLASS B. DESIGN) TYPICAL BEDDING FOR RIGID PIPE (D.I.P.) SEE NOTE OF PIPE ZONE 1LIMITS SELECT IMPORT V O I BEDDING MATERIAL OVER 6" MIN. TYPE A FOR FLEXIBLE PIPE ®'I. (SEE NOTE 7) TOP SOIL FOUNDATION LEVEL WITH EXISTdVG GRADE (UNDISTURBED NATIVE SOIL) (CLASS F DESIGN) TYPICAL BEDDING FOR FLDM E PIPE (PVC„ CPEP) NOTES: 1_ PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 1 COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. 4. THE PIPE ZONE SHALL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CONCRETE ENCASEMENT BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -(1/2 I.D.) + 18 ". 5. TRENCH BACKFILL WITHIN PIPE ZONE SHALL CONFORM TO "BANK RUN GRAVEL FOR TRENCH BACKFILL" IN SECTION 9 -03 OF THE STANDARD SPECIFICATION, EXCEPT THAT ALL MATERIAL SHALL PASS A 1' SQUARE OPENING. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN SECTION 9 -03 OF THE STANDARD SPECIFICATION_ 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN SECTION 9 -03 OF THE STANDARD SPECIFICATION. 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT SPECIFIED SLOPE IS MAINTAINED. 9. CONCRETE ENCASEMENT SHALL BE USED IN THE FOLLOWING CASES: A_ WHERE DIRECTED BY THE ENGINEER. B. WHERE SHOWN OR SPECIFIED. C. WHERE SEWER PIPE IS WITHIN 18" OF A WATER PIPE. D. WHERE PIPE CROSSING IS WITHIN 6" OF OTHER EXISTING UTILITY PIPES OR DUCT BANKS, AND APPROVED BY THE ENGINEER. 10. IF CONCRETE ENCASEMENT IS NOT REQUIRED, D.I. PIPE SHALL BE INSTALLED WITH BEDDING CLASS B, PVC PIPE AND CPEP SHALL BE INSTALLED WITH BEDDING CLASS F. _ BEDDING CLASS DESIGN CONCRETE DIMENSION ENCASE CLASS B CLASS F 4° MIN. A 1/4 1.D, 6" MIN 6" MIN 12" MAX. B O.D. 1/2 O.D. O.D. I� C — 1/2 O.D. — PIPE BEDDING FOR SANITARY SEWERS DETAIL W WP -62-2110 NO SCALE TYP L PI • M •� 24" MIN SEE RESTORATION TABLE - 7 FINISH GRADE BACKFILL SEE RESTORATION TABLE — MAINTAIN SIDE SLOPE AS STEEP AS POSSI8LE (SEE NOTE) ,,-,—SE14ER LINE 1---�—PIPE ZONE SEE DETAIL 9 RESTORATION TABLE f' • ' RESTORATION BACKFW COMMENTS/ TYPE A I j OTHER REQUIREMENTS A.C. PAVEMENT AC TRENCH PATCH UNLESS OTHERWISE NOTED �yH ROADWAY TO OVER GRAVEL BASE RENTON STD PLANS PG. H032) AC OVERLAY WHERE SHOWN COMP CT BACKFILL 95% 95x TO ALL EX18 GRADES AND CURBS. POC PAVEMENT SEE RENTON STD PLANS SELECT IMPORT (� NOTE 3) L PI • M •� 24" MIN SEE RESTORATION TABLE - 7 FINISH GRADE BACKFILL SEE RESTORATION TABLE — MAINTAIN SIDE SLOPE AS STEEP AS POSSI8LE (SEE NOTE) ,,-,—SE14ER LINE 1---�—PIPE ZONE SEE DETAIL 9 RESTORATION TABLE SURFACE RESTORATION BACKFW COMMENTS/ TYPE DETAILS compAcTioN REQMMNTS. OTHER REQUIREMENTS A.C. PAVEMENT AC TRENCH PATCH SELECT IMPORT S T 3 �yH ROADWAY TO OVER GRAVEL BASE RENTON STD PLANS PG. H032) AC OVERLAY WHERE SHOWN COMP CT BACKFILL 95% 95x TO ALL EX18 GRADES AND CURBS. POC PAVEMENT SEE RENTON STD PLANS SELECT IMPORT (� NOTE 3) SAME AS AC (ROADWAY) PAGES A001, A002 AND H033 COMPACT BACKFILL PAVEMENT TO 95% CONCRETE SURFACE MATCH EXISTING SELECT IMPORT (SEE NOTE 3) MATCH EXISTNG FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS CLASS 3000 CONC COMP gff BACKFILL 7EXTURF- AND GRAD E SOD/ PLANTINGS SELECT IMPORT FINISH GRADE SHALL BE LAWN /LANDSCAPE OVER 6" MIN. TYPE A (SEE NOTE 3) SMOOTH & CONSISTANT TOP SOIL COMPAO iLCT BAcKF SE LL T WITH EXISTdVG GRADE NOTES: 1_ USE TRENCH BOX OR TEMPORARY SHORING IF EXCAVATION DEPTH IS GREATER THAN 4 FEET, UNLESS WORK IS IN CONFORMANCE WITH OPEN PIT REQUIREMENTS OF SECTION 2.09.3(3)6 OF THE STD. SPEC. 2. EXCAVATION MADE OUTSIDE THE TYPICAL PIPE TRENCH AS SHOWN ABOVE WILL BE CONSIDERED SOLELY TO THE BENEFIT OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE MADE. 3. SELECT IMPORT BACKFILL SHALL CONFORM TO "BANK RUN GRAVEL FOR TRENCH BACKFILL" IN SECTION 9 -03 OF THE STD. SPEC. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, NATIVE BACKFILL SHALL BE USED ALONG WILLIAMS AVE. S. IF COMPACTION REQUIREMENTS CAN BE MET THROUGH PROPER CONTROL OF MOISTURE CONTENT. NATIVE MATERIAL SHALL PASS A 6" SQUARE OPENING AND SHALL BE FREE OF ORGANIC MATERIAL AND FROZEN LUMPS. REVISED TO CONFORM WITH I CONS TRU MO RECORDS BY: ATE:2 -Z8 -9S' TYPICAL PIPE TRENCH DETAIL 1 p NO SCALE TYP 24 "x 6" FRAME AND COVER PER DETAIL UNDISTURBED NATIVE SOIL 12" MIN 5' DIA CONCRETE RING r j jj BEDDING MATERIAL FOR FLEXIBLE PsPE /� COMPACTED TO 95% MAX. DENSITY STEP (TYP) 6" LIFTS MAX. 12" (TYP) 48" I.D. NOMINAL mmomm/m/m/m/m/m/ BEDDING MATERIAL FOR FLEXIBLE PIPE COMPACTED TO 95% MAX. DENSITY 6" LIFTS MAX. NOTE: 1. ALL MANHOLE JOINTS SHALL BE EXTRUSION WELDED POLYETHYLENE SANITARY MANHOLE DETAIL (-l- 1 NO SCALE 7,8 So-2110