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HomeMy WebLinkAboutSWP2703334.110( 0 r 'Sty vi 1 C-D C13-1 _IYPE iL EX SDMH TYPE II �/ REMOVE EX CB RIM EL =110.67 / EX CB TYPE I NE 20" IE= 87.0 / RIM EL= 114.77 SW 21 " IE= 87.0 / W 6" IE= 111.57 E 6" IE= 106.24 / EX 6'SD NEW 18 "SD SSMH // Nam," 18i S� Q ORE CURB, STOP / GUTTE SIGN CA ION POS LE ,SIDEWALK WM HRUS LOCK / 6„W / % ----------------------------- - - - - -- ------- I (of) �0 I 120 / I / z 0 z Ld Z W J L2 112 ---------- \ EX 8" DI WATER SERVICE TO HYDRANT ? DISCHARGES C� SOMEWHERE ON SLOPE i --- 116 CAUTION PROTECT SSMH 3 SS MH-48 i RIM EL=118.84 EST IE= 110.9 Ile i ,- 1 X 'O PLUG IN SDMH t ❑ - ; EX SDMH TYPE II RIM EL=119.36 NE, S 12" IE=109.93 I I ABANDONED 1,00 / - 6" SIDE SEWER I /j r� l I — 00 EX D H TYPE II-48 RIM EL=121.90 I ❑ N,S 1 IE=111.88 3 I Ll EXISTING STORM SYSTEM REFERENCE PLANS: R-1939 RENTON AVE S STREET IMPROVEMENT I I R-2239 WSDOR SR-405 TUKWILA TO SUNSET NORTH I 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. O PLUG EX SD IN CB O CORE DRILL CB FOR NEW SD PIPE. ® POTHOLE PRIOR TO START OF CONSTRUCTION. 4&343340 1 ..................---------------....................-------- ................................. ....... .................... ------------------- .............. .............. ......... ........................------------------- ............ ............................................ . -------------- -------------------................. ................................................. ............. .................... . SCALE=HORIZ: 1' 10-PROFILE ALONG NEW PIPE LINE VERT: 1 "= 5' POTHOLE GAS LOC TO 1 FT BELOW NEW SD : = = :CONTACT PSE BEFORE = = - = = ............................:...................:............•••-•--:.......................................:.................................................•••...... :.............................._---....................----------......:..... _..........................._.............---- ------ .....: ------ ........-- . POTHOLING ............_._...... - =8" GAS EXSDMH = _ TYPICAL TRENCH BEDDING AND BACKFILL (NTS) UNK EL_® RIM EL=119.36 = = = = = EX SDMH : = ; : I : S 12" IE=1:09.93 : : : RIM EL .110.67 : 18" IE= 4.50 : TRENCH EXCAVATION...... ....... ..... ......................•...........-----------------------........... t............ — -- -:...................:........................ :................ . NE 20" IE= 87.0 6"SS: APPROX LOG I �� : : : PAS' LIMIT..5�-O� MAXIMUM...:............ CB-1, TYPE 1 L I SW 21 " IE : 87.0 = CONF-IRM ABANDONED FRAME AND: GRATE : : : , : SEE :DETAIL FOR PAVEMENT PATCH E 6" IE= 106.24 : RIM EL=1 14.77 REMOVE N6 E 18" IE=1:11.00 SSMH = : NEW E ,� 18 :IE=106.2 W 18 :IE=1 10.75 RIM: EL=18..84 ........................... . ..............I ...............---=--------------.....:.. ...._--•...................................... ----------.........:......................................Q---........= BACXFILL..MATERI.AL.---------------------------------------------------... .................. ................................11120. a ° - NATIVE IF IT MEETS SPECS, OR IMPORT PER REMOVE EX CB : : : SECTION 9-03.19 :(BANK RUN GRAVEL). : AND 6" PIPE I i GAS - -�: h- ...................................... :................... :................... :----•-.------. •--- .--.............. ..... ................................... :................... .................... :......_.--- ......: : PIPE :ZONE MATERIAL :O PER WSDOT 2006:SECTION9-03.12(3) O 12" MIN. GRAVEL BACKFILLFOR PIPE ZONE BEDDING: I . 8"SS:... ................. :................,.:................... W UTILITY PIP EsEL ------------- ............O0..:............1 V ? GAS 699MIN EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) = a DEPTH AS APPROVED BY ENGINEER LF 18CPEP ®0.0648 ----- .:.. ..................:...3............................ • ' ........._- ---------- -1.05 BACK�ILtW1TH-FOi1VDATION•MQTER CAL vE=�tNG• SECTCON 9-13 6 QUARRY SPALLS REMOVE EX 6"SD = = = = NOTES 40 LF 18:CPEP ® 0.1.138 FT/FT : : 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.: 2 HAND :TAMP UNDER HAUNCHES.-: - - - :...................:...................:.... ....:.......,........... :.--- ..............:................ ................. ........••.••••. ......•••••........................................:...................:...................:................. : :..... ::..................._....---............:...................:..................------------ :100 : : 3.-"COMPACT--PIPE-•ZONE'_MATERI;4l :TO 90q MINIMUM �ENSi�i� _ EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. : 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO : PLO J• S%9 : : : : ENSURE FLOW LINE IS MAINTAINED. O��oF Wasy,� -q Q ---- ------ -------------------------------------------....-- .......................... --....:...................:.................... . .............................................. SURVEYED: SCALE: DATE: ° ° ° ;�/,99, •► _ CITY 0 F 0/18/2006 A10, 9FGtS F��'10 ' cLF, DWc AS Noted �- RENTON AVE S / S 3t'd ST P� FlELDEf00K: Fss oN R E N TO N 9 - GLF, DWC ONE '"�" STORM SYSTEM OUTFALL RELOCATION ��� No: I B'-c�� _ _ DATUM EXPIRES 10Jt6/2©c ] `: AT FULL SCALE Planning/Building/Public Works Dept. NOT ONE INCH NO. REVISION BY DATE APPR `PP4`7-D, s SCALE ACCOWNMY SHEET: 1 OF 01 r^ V1 y C,: C, cn Rmo W b � r� 0 n � aCIO N � z� �C rn o y a r '�►t`A�lIUF oft IDS i►