Loading...
HomeMy WebLinkAboutzD-3334Set7 / � / t 112 114 /' �� CB -1, TYPE 1 L Ex 8" DI WATER EX SDMH TYPE 11 // REMOVE EX CB \ SERVICE TO HYDRANT RIM EL = 110.67 I / EX CB TYPE I I NE 20" IE= 87.0 / RIM EL= 114.77 ti�/ SW 21" IE= 87.0 a ?DISCHARGES / W 6" IE= 1 11.57 �' � � , -� � / SOMEWHERE J \ E 6" IE= 106.24 / 1 i� ON SLOPE i ©j EX 6• f % 116 — — 'SD N 18 SDI CAUTION i — / PROTECT SSMH 3I i SS MH -48 Nary RIM EL= 118.84 EST IE= 110,9 - -� -- - \ - - - - - ST- -- - / - - - -- - - -- 4 ORE CURB, t r GUTTE , SIDEWALK ` �I'I CAUTION"— POS LE \ O PLUG IN SDMH WM\THRUS OCK / i \ ❑ EX SDMH TYPE II i RIM EL-1 19. 36 / ' ---- - -- - -- \ NORTH� - - -- - - - -- - - - - - NE, S 12" IE= 109.93 6' SIDE SEWER \j 120 J10 1120 Q� SCALE: 1 "= 11 / Z oo� � � EX 3D 11H TYPE II -48 O I I RIM EL= 121.90 3 El N,S 1 " IE= 111.88 w �'I I L EXISTING STORM SYSTEM REFERENCE PLANS: I R -1939 RENTON AVE S STREET IMPROVEMENT, APRIL 1983 I I � R -2239 WSDOR SR -405 TUKWILA TO SUNSET BLVD, AUG. 1990 i CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS IN THE AREA. C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, AND SHALL MATCH EXISTING. DRAWING NOTES: (D RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING. Q PLUG EX SD IN CB O3 CORE DRILL CB FOR NEW SD PIPE. ® POTHOLE PRIOR TO START OF CONSTRUCTION. 0.333401 �I z °z a 0r N 0 N °z� 1 K H W � 7.1 O w Z1, 1 T�BENCH%RK SEE S Eq 2 \ \�\ O - -� �� '� 1 FILL EROSION DITCHES j \ \ \ i SEE SHEET 2 I 11_ —— i tir I /� `yir %- � \ EX 8" DI WATER � I EX SDMH TYPE II /� r -i 'Bid 1, �(YPE 1L \ SE VICE TO HYDRANT RIM EL = 110.67 ,I / QREPLACE PLASTIC ,/ REMOVE EX CB NE 20" IE= 87.0 i STOP LINE %J Ex CB TYPE I \ p / / ?DISCHARGES SW 21 " IE= 87.0 AS NEEDED L ! R M EL= 114.77 / / ON SLOPE SOMEWHERE E 6" IE= 106.24 6" IE= 111.57 �, —;'EX GsD NEW la °sD r c ! / 116 — El ! - - - -- �- CAUTION i I PROTECT SSMH SS MH -48 M � i I SSH �/ I _ _ N�(/ '8 $ RIM EL_ 118.84 / -- l -- - - - -- ... p EST IE= 110.9 �' I �� - - -- - ��� -- -- 1 - - - - -- - - - -- 4 i" 'TOP 1 t sicN I PLUG IN SDMFII RESTORE CURB, �SID EWALK�RAMP /. i GUTTER, SIDEWALK TYPE 2A \ CAUTION PO S BLE/ WA�THRUSII L C I K - -------- - - - - -- - -� ----- — — — — — — — — - - - -- - LOCK / - - - I REX IM SDMH TYPE 9.361 NOT D LOS i— _ _ _ _ i \ GRAVEL E 1 - - - - - -- - L G - ------ - - - - -- NE S 12" IE -109 93 120 NORTH f t ABANDONED r j — — �� \\ 6" STDE SEWER 0 to z 0 / Q I i ji`� SCALE: 1 "= 10' I � i z EX D H TYPE II -48 RIM EL= 121.90 I ❑ N,S 1 " IE= 111.88 3 w I i �� V EXISTING STORM SYSTEM REFERENCE PLANS: R- 1939'RENTON AVE S STREET IMPROVEMENT, APRIL 1983 / 1 I R -2239 WSDOR SR -405 TUKWILA TO SUNSET BLVD, AUG. 1990 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS IN THE AREA. C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, AND SHALL MATCH EXISTING. DRAWING NOTES: 1Q RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING. Q PLUG EX SO IN CB Q3 CORE DRILL CB FOR NEW SD PIPE. ® POTHOLE PRIOR TO START OF CONSTRUCTION. 0'333402 - - ......_..._ ........ ....._. ........... - -- ------- ------- ------ ----------------------------------------- SCALE = HORIZ: 1 "= IV ---------- ------ ---- ----------- ------------------------------- -- ---- ------- --- -- ------- - ----- ----------- - - - - -- .. ' ........._.... -- -- --....--_------......................----------------------------------------------- PROFILE ALONG NEW PIPE LINE ---- ---- --------- - -----------------­-- ......... --------- .... .......... -- - ................_...... ................._......._..... .................. ...._........._................ VERT: 1 "= 5' POTHOLE GAS LOC TO 1 FT BELOW NEW SO ----- CONTACT PSE BEFORE .... ... .......... ---- ------- ---- --------- --- - ------ ---- ------- ------- -------- ...... .. ------------------ -- -------------- --------- - - - --- ----- - ----- ------- ---------- --------- --- ---------- ----------------------------------------------------------- POTHOLING 8" GAS ®: E X. SDMH TYPICAL TRENCH BEDDING AND: BACKFILL (NTS) _ UNK EL RIM EL-119.36: E< SDMH - NE S 12" (E 109.93 . ......... ....... ....... RIM EL110.67 ...-- ---... ------- -- --------- - ------ -. - -- .......... .. .. .. .._......... .-'---- --. .... .... :..... "SS W = 18" IE 11450 --- �- 5 ------- --------- - ---- TRENCH EXCAVATION ... :. ..: -----�-� --.... .............. ....... .... ..... ............. ............... - NE 20" iE =: 87.0 _ = - CB -1, TYPE 1L 6 APPROX LOGS : i - PAY LIMIT S' -0' MAXIMUM - SW 21' IE =: 87.0 - : FRAME AND: GRATE : CONFIRM ABAND D NFIR ONE ' . SEE DETAIL FOR PAVEMENT PATCH - E 6' IE= 106.24 -_ RIM EL= 114.77 :REMOVE N 6" = E 18" IE= 111.00 SSMH = n/� ......... .......'--....................- 420 --... NEW E 18"-[E=106.2 - - - = -- ----- -------'--_------------- - W 18" IE =110.75 - - ................... -----_- _ RIM: EL- 118.84 .._..... - - ................... ...............:..... : .............:................. ............... ..— - ----------- -- -------- 2 - - 4fl - ----- ------------- .....- ........ ..... ......:.a.:..---.. .a..a... °..a -'---- ---: ..... BACKFILL.. MATERI. AL....:............:---...... ..........:...................' _ _'---............'_....... :IE =110.9 I : P Eft REMOVE EX CB S CThN1 9I 03.19T(BANKCRUN GRAVER) AND 6" PIPE - :145 - - - - -. - - -. - - -- -- - - .... ..... - ? GAS t_, : — - ... - - - a a ° PIPE :ZONE MATERIAL :Q PER WSDOT 2006:SECTION9 03.12(3) - 0 ti - 12" MIN GRAVEL L L FO R PIPE ZON E BEDDING: ' C KPFII - -- .................... . 1.10— ... . - - ' .. .... r §T EL - - - - - -- U - - -- -- - _. LBITAY P - ' EST: E L ? GAS 6 "MIN "CPEP a ° EXCAVATION OF UNSUITABLE SDIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER _......... 1 O5 3 ........................:...... .............:................. .............. .. 54 LF 18 ® 0.0648 FT Fi .... / ........ ..... .............. .............. .............. ............... ............... ........... ............ .... .. a.... "BACKFILL - WITH -- FOIINDA110N'' MATERIAL' MEE`UNG.. SECTION 9 -13.6 QU ARRY SP ALLS REMOVE EX 6 "SD NOTES 40 LF 18 "CPEP ® 0.1:138 FT /FT : 1. PROVIDE UNIFORM. SUPPORT UNDER BARREL - 1fy0___..........__ ........... .............._.............."' = .. .. .. ..:...........................................................:.............. .:..................... ...... ... .....:...................�..... .... ..:.... .. ... ... ----------- ------ ---- .. ----- - --------- -- ------------------ ----- --- -- ......... ............. -_.._....:....._........... ZONE L { - : 3: COMPACT PIPS MATER AtTTO 909`�MINIMUM DENS77Y EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. CHECKED FOR COMPLIANCE F os f wA H, y� 1 ADDENDUM 1 -ADDED SIDEWALK RAMP STOP B R "'"`£ .v.. "' warx: xo ,sm p®° "D1B0. "BB1 8/23/2006 TO CITY STANDARDS ORIGINAL PLAN SIGNED BY: RECOMMENDED FOR APPROVAL ORIGINAL PLAN STAMPED c BY: RONALD J. STRAKA $ GULLY RESTORATION DWC 8/23 6 cLF. DWC As Noted CITY OF RENTON AVE S / S 3rd ST RONALD STRAKA 8/18/06 Date PE# 29727 waaec cLF, DWC R E N TO N STORM SYSTEM OUTFALL RELOCATION vw;E LYS HORNSBY 8/18 0�y, -Uate BY DANIEL CAREY 8/18/06 EXPIRES 10/16/07 crrnirn a /s a /na '�'cic,c_0.� "®� ' ae �+ of n� DATUM Piannin /Buildin /Public Works De t 1 MIKE RJS c wr ae xa, 9 9 P NO. REVISION BY DATE APPR RJS Y * t 2 R:O� '. w - - 3 �I 0 Vl °z w � ° N 1 O zz t 0 W o W r� R_ I 60 \ ACCESSIBLE FROM ROAD UNDER SR -405 APPX. 70 FEET �. \ ` 70 i I ERO N-_GULLY I 'ABOUT 4 FEET -DEEP I ACCESS GULLY FROM NORTH / WIDE, 20 FT LONE- I ONLY SMA MAC L^ "� o° THE -. / FILL WITH-IMPORT BACKFILL, COMPACT IN 1 SLOPE (BOBCAT, SMALL LOADER, ETC_) T CH EXISTING GROUND_ / I 80 i 90 WS OT B ID: 89 ,/ / THI H MAY BE EACHED FROM GP17 5 -6 THE SOUTH. EL= 34. 54 i \ NO MACHI RY ALLOW ROM THE SOUTH, HAND LA R ONLY or= 112. 2 ft / SION DIT ABOU TO 2 FEET DEEP, ' TO 2 F WIDE LONG. 10p 1 RESTORATIO . FILL TH IMPO ACKFILL, I HYDROSEED GRA AND MU CH MIXTURE / COMPAC , ATCH EX G GROUND. OVER DITCH, GUL Y AREA, AN BARE AREA ETWEEN. A ROX. 5 FT WIDE BY 140 FT LONG. \ I 77_ CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS IN THE AREA. C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, AND SHALL MATCH EXISTING. 1 t ADDENDUM 1 — ADDED SIDEWALK RAMP STOP B R s" _ xor nmi 1B8B RECOMMENDED GULLY RESTORATION DWC 8Z23 )6 As Noted °d "°B1 ,:�. ,.� CITY OF 8/23/2 006 cam. Dwc .0 R E N TO N RENTON AVE S / S 3rd ST FOR APPROVAL GL F, Dwc STORM SYSTEM OUTFALL RELOCATION mac Na BY DANIEL CAREY 8/23/0 6 Js DATUM Planning /Building /Public Works Dept. EROSION DITCH REPAIR 2 F NOT ONE NLTI BY NO. REVISION BY DATE APPR RJS 2 2 Cb�D 7,7 T, 1 RO -L 2 O�S IMP 1131. z o�z a m SA o0 N 0 00 y I •, m W W r r I 'u // / ��� WSD T ENCH RK 112 / / SEE SyE 2 / O � \ \ FILL EROSION DITCHES I I SEE SHEET 2 A V V- I 114 ti EX 8° DI WATER o CBrr1, TYPE 1L SERVICE TO HYDRANT EPLAC PLASTIC \ R&6M E EX CB TOP NE S NE DED, CB TYPE I R EL= 114.77 22 v / ARGES SOMEWHERE 6" IE= 111.57 V ' I i ON SLOPE �i I 116 SD CAUTION i'I SCALE: PROTECT SSMH 3 co N X83 RIM EL= 118.84 $Q EST IE= 110.9 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS IN THE AREA. C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, AND SHALL MATCH EXISTING. 1 t ADDENDUM 1 — ADDED SIDEWALK RAMP STOP B R s" _ xor nmi 1B8B RECOMMENDED GULLY RESTORATION DWC 8Z23 )6 As Noted °d "°B1 ,:�. ,.� CITY OF 8/23/2 006 cam. Dwc .0 R E N TO N RENTON AVE S / S 3rd ST FOR APPROVAL GL F, Dwc STORM SYSTEM OUTFALL RELOCATION mac Na BY DANIEL CAREY 8/23/0 6 Js DATUM Planning /Building /Public Works Dept. EROSION DITCH REPAIR 2 F NOT ONE NLTI BY NO. REVISION BY DATE APPR RJS 2 2 Cb�D 7,7 T, 1 RO -L 2 O�S IMP 1131. z o�z a m SA o0 N 0 00 y I •, m W W r r ra C`7 N EX SDMH TYPE it ASBLT RIM EL = 10.67 RIM i1 NE 20" IE- 0 NE ! SW 21 "IE =8 S � E 6" IE= 106_ E j 1 / � �A WSD T $ENCt / ' f/ SEES E� 2 ,''� � 'r r' �� � \ � " 1/ // / � \ =\e9 s �� i � �_ =\ i G-,t� I � ry /� �� � �� REMOVE EX CB / / �� 1�REPLACE� PLASTIC J� NF�V CB -1, TYPE 1 L Crj 8 STOP LINE / / B TYPE `�/ 78 AS NEt`DED, / � RiM 14.77 �' EX 6'SD � � O� REMOVED NEW 18 SD �I _'_' -- SSr.,H �� I'' 1O ( � U - - -- � - - - -- = /- - - - - -- - - b`SS �_ i ' � STOP � � 10 SIGN i� SID RAMP � TYPE 2A � /, / �� <W -c? -- — — — - ------- -- - - - -- ----- - - - -- ------- ,� �' � "� �' / / / / � � % 10 l � / ` / �� / i 14.51 / 110.61 110.43 112 �— I \ 1Q FILL EROSION DITCHES I SEE SHEET 2 I \� CA TION RIM ti8.83 PR ECT SSM CL CHAN104.74 3 SS MH -48 � RIM EL- 84 EST IE= 11 \� uvi� � rw o i THRUSTBLOC �� I � � - _ \ Y �� - - - - - -- - I ,� - - - -- - - -- � I I i / / � 1 i I I i / /� \ I i /� vI I ;/ �; �i � _ � \ \\ �, °- I 1 114 �, EX 8" DI WATER D � / SERVICE TO HYDRANT � �� � I'� � ��/ ? ?DISCHARGES � � �� / ON SLOPE 1 � I - i _, � ��g -- \ PLUG IN,SDM�I�� � � - �� _ _ � �. EX SDMH TYPE II GRAVEL D IVEWAY DO NOT LOCK NE, SE;2'�E= o NORTH RIM 120.34 S ,oss�_ —___ -- 120 15.38 �` __ ``\ CAPPED ` , ©, 6" SIDEE SEWS SCALE: 1 "= 10' CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS IN THE AREA. C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, AND SHALL MATCH EXISTING. DRAWING NOTES: 1O RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING. n of � it ry cn ini re is q -• e: A3.C- 3334J� � �'� rr-_ :: ^_ ® � � - G T/1 0 Z a m b 1 A �� N oQ J °z� � m (%� � w O G / , 1 SCALE: 1 "= 10' CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS IN THE AREA. C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, AND SHALL MATCH EXISTING. DRAWING NOTES: 1O RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING. n of � it ry cn ini re is q -• e: A3.C- 3334J� � �'� rr-_ :: ^_ ® � � - G T/1 0 Z a m b 1 A �� N oQ J °z� � m (%� � w O G / , 1 M CALL 48 HOURS BEFORE YOU DIG �� \\ \ CV) �'. �' \ /�� WSD T BENCH RK 112 _ SEE SidE 2 - \ \ 1- 800 - 424 -5555 �y /'i O �\ \ v i EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. SEE EROSION 2 DITCHES V Cj 0 < GENERAL NOTES: EX 8° DI WATER 0, \ A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. SERVICE TO HYDRANT EX SDMH TYPE II ASBLT ,� `/ CBI 1, TYPE 1L i ,,a RIM EL = 10 RIM 110.61 b REMOVE EX CB B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING -67 ��� 1&REPLACE PLASTIC NE 20" IE= 0 NE 90,78 STOP LINE j EX` CB TYPE I �� d \ ?DISCHARGES FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS SW 21 IE= 8 _ S 9078 AS NEEDED SOMEWHERE RIM EL- 4.77 \ �, -� E 6" IE= 106. E 1b5.43 6° 111-k7 / ON SLOPE IN THE AREA. __,� __ -- ! �� RI -- 4. RIM 114.51 / --- '• -EjF�. (� - / r CA TION I 1 -A-- - 18'r_s`p - - -- r L 110.41 1 �- SSMH C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. _ W 110.43 RIM 118.83 PR ECT / I _ - - -_ --_ I D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS, SHALL MATCH EXISTING. L °"-` _ CL CHAN104.74 /' ' AND SS MIT � ! SSMH / i ,,, ,�," �,, / / � '`- ��`7�° RIM EL= 84 // I -- / j 1 STOP \ // j' 10 SIGN / RESTORE CURB, SIDEWALK MP / GUTTER, SIDEWALK TYPE 2A GY�UTION POS B I ' / \ W THRUSBLOC _� ' _, ''� , ' = - / / 6 "u/ ❑ - �- -- - - - -- - - _ _ \ _ GRAVEL D 1�/EWAY -- -- -- -- -- - --- - -� -�- \ K � DO NOT LOCK \ - - - - - -- --- - - - - -- RIM 12"IE NE. S 12" IE =1 ' NORTH RIM 120.34 I 1 ; S 109.94-- - - - - -_ 120 / \ I --T15,38 W_ - -- r j S ABANDDN -C -17 - -- - - - - -- _ O 6' SIDE SEWER - �`JO 120 i - '- 2- Y _ /y / /N DRAWING NOTES: /•� Q I i I/� SCALE: 1 "= 1O� 1QRESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING. i / PLUG EX SO IN CB ODl EX D H TYPE II -4$ \ o I RIM EL= 121.90 i 3 I ❑ N,S 1 ° IE =111.88 CORE DRILL CB FOR NEW SD PIPE. ® POTHOLE PRIOR TO START OF CONSTRUCTION. \ EXISTING STORM SYSTEM REFERENCE PLANS: R -1939 RENTON AVE S STREET IMPROVEMENT, APRIL 1983 I R -2239 WSDOR SR -405 TUKWILA TO SUNSET BLVD, AUG. 1990 TYPICAL TRENCH BEDDING AND BACKFILL (NTs) ........................_._. .........._......._............ . --- ---: --- --------- ---- ----- ----------------------------------- ------- ---- :- --------- -------_- - --- --- -------: -- ....... -------- :----------- --------- -------------------- --- ----- - ----- -- - -----..._............... ........:---------- ---- ---- -- ---...------------------------------------------------------------ ---------:-----------------:-..................:---.. ........----- ......--- --- --.... ----- -- ----- --- - -: ....................................... ....... ............................... SCALE = HORIZ: 1 "= 1V PROFILE ALONG NEW PIPE LINE = TRENCH: EXCAVATION VERT:= 1"= 5' POTHOLE GAS LOG ASBLT: GAS POTHOLED =1.5 Fr : PAY LIMIT 5' -0' MAXIMUM _ TO 1 FT BELOW NEW SO BELOW INVERT, NOT FOUND. - :SEE DETAIL:FOR PAVEMENT PATCH ..... ............... ...... -..... ..... ------------------ ---- ----------------- -- - --------------------------------------------- ---- ---- - -- - -- -- -- -- -- -- ------ ------- ---- ----- CONTACT PSE BEFORE .............. ......... --------------------------------------- --------------------------------------------------------- .. -- - -- - --- --- - ----- -- ------ - - - - -- ---- -------- - - ................................................ ............... .............. -- .. ?OTFi01JNG _ 8" GAS ® EX SDMH ASBLT; a a BACKFILL MATERIAL - - - UNK EL RIM EL =1 36 = RIM 130.34 - - = as NATIVE IF IT: MEETS SPECS, OR IMPORT. PER = NE S 12" 155 tU9.94 :SE^" 03 (BA K :RU EL). EX SDMH ASBLT ON 9- .19 N N GRAVEL). - W 15.38 is W 78 ".IE.114.- RIM EL- 10 -67 RIM 110.68 - a _ "SS: 12 rJ:' - NE 20" IE .0 NE 90.78 C 6 APPROX LOG SW 21" IE =: 8 0 S 90.78 _ _ B -1, TYPE 1L = CONFIRM ABANDONED FRAME AND: GRATE ASBLT a E s" IE =i 06.4 E 105.43 RIM EL= 4.77 RIM .114.51 _ _ a PIPE ZONE MATERIAL E 18° IE 1 00 E 110.43 REMOVE N 6" _ RI l S M - EL 8 NEW E 18" _IE =10 2 - : W 18" IE -310. W : 110.61 _ - - O PER 6 .1 n - WSJ 8 EDD ......... ........ ..._.720 - --- _...:. - --I- ....... .... ..- 12 ._ .. .. -... ... .. .------- 12 MIN. AVEL 6 L ZO B ING ------ ......._. - -- --_- _ ---- :- ------... -------RIM 1118.83 {} GR ACttFIL FORnPIPE NE "" REMOVE EX CB CL CHAN104.74: is AND 6" PIPE \ NEW UTILITY' PIPE _.... _ -. -. , _... - - i - 1 - - -- -- - - -- .. _..... 6 °MIN 115 _ a EXCAVATION'OF UNSUITABLE SOIL (IF NEEDED) a DEPTH AS APPROVED � 3 BACKFILL WITH FOUNDATION MATERIAL. M a I MEETING 9 13 UARRY SPA O LLS O -- - - -- - - - .6 - NOTES ............. ..... ------- - .. 8:55..... i ..... ... .'2..... (... _. ..: --------------------------------------- 110 _ .. - -..110 EST EL : _ - -- 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. EsT: 2. HAND TAMP UNDER HAUNCHES. ? GAS 3. COMPACT PIPE ZONE MATERIAL TO 90 MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED :IN SUCH A MANNER AS TO 3 O.. .. ...._....... (1.. ... ENSURE.. FLOW -.. MAIN . NED ..... :.105 - ... ................................... -- ... ...:................... :............................ .............................:. ------ - - - -- ........... ............... ............... ............... ..- --- --...---- --- ---- ---- - ---- --- -- ---...--- - -- ------- - -. - -- LINE IS TAI .. -------....--- -----...... -. .......................................... 5� LF 18 "CPEP ® -0'8648. FT /FT 54 LF A 0.0917 _ REMOVE EX 6 "SD ®� � LF 18 "CPEP ®� h93H FT /FT AS -BUILT SURVEY BY. I .......... ..._........ ... -- - --- ............ ....... - ............... 43. ...:.. ®0.120... ...... _... - _ - _ 100 11800 nB W NE fi th St 98091 -4156 I� 6 `A PHONE: 425 - 488 -4800 FAX 425- 483 -2315 ✓ Douglas �D(CPlooms es PILS PLS 974 12/19/07 /-%S-BUILT' ............ ................... ............. ----------------------------------------------------------- ................................................................................ ................... --------------------------------------- ................... ................ . .......... .............. ................................................................ .......... ........................ .............................. -------------------------------------------------- ................... ................... .............................................. CHECKED FOR COMPLIANCE of WASyi 1 ADDENDUM 1 -ADDED SIDEWALK RAMP STOP B R AReF4 9aV,m 8/23 2006 TO CITY STANDARDS RECOMMENDED ORIGINAL PLAN STAMPED GULLY RESTORATION DWC' 8/23 6 BAs Noted ��. ,� / ORIGINAL PLAN SIGNED BY: AND SIGNED 8/18/06 i GLF, DWC CITY OF RENTON AVE S / S 3rd ST FOR APPROVAL ADD ASBUILT ELEVATIONS REVISIONS PER SURVEY DWC 7 25 07 RONALD STRAKA 8/18/06pa }e BY: RONALD J. ST72AKA ° GLF. DWC RENTON STORM SYSTEM OUTFALL RELOCATION P� PE# 29727 LYS HORNSBY 8 /i8 /OC�ate BY DANIEL CAREY 8/186 MIKE STENHOUSE DATUM EXPIRES 10/16/07 Cl °R JS ar n� Planning /Building /Public Works Dept. Date BY NO. REVISION BY DATE APPR Rds - 1 -2 P3: x.3 4 ,ors emea D- 333401 ROLL 2U 1FR 13;5', to Y61 y Vl z z a °y N �0 -NC ' rHn w r r