Loading...
HomeMy WebLinkAboutR-413305CONSTRUCTION NOTES co co T 1 O rn 00 rn co rl- Cl) WOVEN GEOTEXTILE FABRIC FOR SEPARATION PER TABLE 3, WSDOT STD SPEC 9-33.2(1) - NOTES: ................... ,................................................................. ............... .c5.X ..... . ....... .1-i1........ ... ... ... .................. . oj`r �, . . . . . . . . . . . . . . . . . ,, „ . . cn cn . 380 ::. ....... ......... ......... . N.r.....:.............: ................. ................ ................. r� ......... : ' lam. .O.......... ... !"? .. ram. r, � .... ......... ......... ........ . m :W.w ..... ......... ......... ................ ................ ................. .. ...... :EXIST.: 12" :WATER :MAIN: ........ . IE,:370.00....... ......... ......... ...... :: APPROX:.... ......... 370 ::: �: :: ::::: ::: ' :: E ISTING. PO.IV�Q :BOTTOM: : ....... ...... : PIPE: ELEV.=365:00 ..... ' .. :: :P.ROP.OSED :P.OND . .130170M :ELEV.: 365 0 :.:........................ ;.:.:.: ' ............. ................. •4 .LF. 18.... . :CPEf' :RIPE :AT ....: ROEK: PAD: :SE : CONSTRUCTION NOTE 14 ....:Fr-*1 LTER: ON: OW 000 :EXIST SDMH 2475 •F C BOTTOM : EL•EV•.=3 4.00 360....... AS I. ::: PROFILE POND INLET PIPE �2 HOR. SCALE: 1 "=20' VER. SCALE: 1 "=5' MIN. WIDTH 15.0' -0 Bowl 4" MIN. CSTC SEE NOTE 2 -12" QUARRY SPALLS SEE NOTE 3 APPROX. EXIST. GRADE GRAVEL BORROW FILL SEE NOTE 4 1. THE ACCESS ROAD SHALL BE AT MAXIMUM 5H:1V LONGITUDINAL SLOPE. 2. CSTC SHALL BE PER WSDOT STD. SPEC. 9-03.9(3). 3. QUARRY SPALLS SHALL BE PER WSDOT STD SPEC 9-13.1(5) 4. GRAVEL BORROW, PER WSDOT STD. SPECS 9-03.14(1), AS NEEDED TO ACHIEVE DESIGN GRADES. COMPACT TO 90% OF THE MDD. DETAIL � NTS C-2 370 360 ....................:...................:...................:...................:.......................................:...................:...................:...................:................... x :w.x: x LLi. .: :�:..... . ,� := . �. w .� ......... ........ . � :w.�. � .w: :::: : ...... . .... ..�.. . �........:........:...................:....................:....................:...................:...................:....................................... ......... . . ... . 00•4 00 �. :Ld . . . . . . . . . . . . . . . . . . . . . . . . •-- �.N. �. �.I J.`f� . . . . . . . . . . . . . . . . . . 4 In o :o • o. o In . z. cry .c. ......... ......... ......... 380 ::: 00 . co. � .o . _.. .. :�: :::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ........ . co :co cam' r` ,� . :::. 00 ...,,,..rr,..,,,.,.r,,..rn...:... ....�..� :..L_...........:....................:.................. ...:N,� O © > ......... . ...... �.00. �.�.�. ......... ......... ......... ......... ......... co M. Q. :w' LLI .�.�.cr .... ........ . ..................................... ......... .....................................................:....................:...................:...................:....................................... 8 . LF .2.4.0 CPEP • PIPE.... ......... ......... ......... ......... ......: ...... ..... ::IE; 368.-0.1... . INSTALL : DEBRIS :CARRIER 8: EF: �$" :CPE:P::P:IP:E �: :: :: ' ::: PER: COR; STD: DETAIL: 22.1D0::::::: ::::::::: ::::::::: 370 :::...... :::::: " : ...... :" :EXISTING:GROUND:: :......: ::::::::: ::::::::: ::::::::: ......... .BOTTOM....... EXIST.:12" :PVC TO: SDMH#:2:049::::: ......... ......... ::::::::: ......... ......... PROFILE 2 /'2 OUTLET PIPE AND CONTROL STRUCTURE C-2 HOR. SCALE: 1 "=20' ........................................................................................................................................................................................................ . ::::: ::::::: ::: " :' EXiSTiNG POND SIDE SLOPES::::::::::::::::::::::::::::::::::::::::::::: ..........:.........:.............................................................................. ........:.........:.. kPPROX.:i:33H:1V ::::::3:=F:EfT:BENCH 3�tP.:::'::::::::':::::::::::::::::::::::::::::::: .�....:.. .:.:::::::::: EXfSTtNG :P.QNR QQTTOM: ::.......:.........:.........:........ . PROPOSED: POND :::::::::::::::: BOTTOM :ECE\?.=365:Q:'::::::::::`::��:::::::::::::::::::::::�::::::::: _.................:..................:..................:...................:...................:...................:............. EXTENT OF LIiJfR.............. ;................... SEE PLAN - NlETP.OND 4VSE=368 1:4.::::::: .. NEW SLOPE 2Fii1V COJ�tP.QST: AMENDED: 59€L`.::CINER:I�AtERIAC : ' SECTION A HOR. SCALE: 1 "=20' C-2 VERT. SCALE: 1 "=5' 1. PROTECT AND SUPPORT UTILITY. .................... ....r...............:........r..........:.............r.....:................... .........:....................................... J. ..... CCU. ... ................ ................ .................. L-.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fx... .....N.. ........ ........ ........ . .... L6. ......... ......... 0 380 a..........c�. L6J X ..:............................................................... : :�.f`.p:: : : : : : : : : : �, r?: LLJ EXISTING :GROUND : aa.o.J. .... ....... ......... ......... 370 .. .. •.. ::::::: :::::: ' E:X�ST.: 2" :PVC::::::: 1'4 :L:F: 24" : CPEP 'AT :4:1% PROFILE 3 3 EMERGENCY OVERFLOW �-2 HOR. SCALE: 1 "=20' VER. SCALE: 1 "=5' STRUCTURE SCHEDULE NO. NORTHING * EASTING * STRUCTURE TYPE, DETAIL FRAME & LID/GRATE, DETAIL NOTES REFERENCE REFERENCE CB#1 177602.9798' 1311359.5034' CATCH BASIN TYPE-2 48" DIA, SADDLE TYPE. PER COR STD ROUND FRAME AND COVER SEE DETAIL 1 PER COR STD PLAN 204.50. ON C5. PLAN 201.00. CB#2 177496.8301' 1311372.3925' CATCH BASIN TYPE-2 54" DIA. PER COR STD PLAN 237.00 ROUND FRAME AND COVER SEE DETAIL 1 WITH RESTRICTOR. PER COR STD PLAN 204.00. ON C6. CB#3 177492.3035' 1311381.7911' CATCH BASIN TYPE-2 54" DIA. WITH OVERFLOW PER COR STD BIRD CAGE PER COR STD DETAIL 234.20. PLAN 201.00 AND 234.20. * ALL COORDINATES ARE REFFERED TO THE CENTER OF STRUCTURE 20 10 0 20 40 1 "=20' Scale Feet "= 5 2.5 0 5 10 1 5' Scale Feet R-413301 SURVEYED: SCALE:DATE 999 Third Avenue, Ste 3200 1 ALLIANCE VERTICAL: NAVE) ,g88 8 15 2020 Seattle, WA98104 • AS NOTED HORIZONTAL: NAD 1983/1991 ® CITY OF FIELDBHEATHER DOWNS DETENTION POND WATER / / DESIGNED: 206.382.5200 1ALLIANCE QUALITY RETROFIT PROJECT PAGE: DRAWN RENTON PAGE AM ONE INCH �ATU M DRAWING N0. BID SET JE 8-14-2020 MSG CHECKED:AT FULL SCALE C3 JC NOT ONE INCH Planning/Building/Public Works Dept. PROFILES & SECTIONS -SCHEDULE A WORK N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: of MG 5 8 S W P- 3 9 8 9