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HomeMy WebLinkAboutR-398905CONSTRUCTION NOTES 00 M LU r) O Q w J 0 LLj N z CD Lj J GO 0 m Q 0 0 I o 0 0 0 CD 0 I 0 0 0 m Q N O LLj N w z 0 z a m 171 �. X......... ........ ......... : w cc�...... ......... d:..�. >< ......... w..... ....... .......... ........�......N �..1c�....:.. .............. . �.. ......... Q.. •J 1 cn.:w:: ::::::::: �......Cr).. ......... ..... . 380 ::. N � .. C"J: 'N ' ::::::::: LL]r ..:'.....:'............................................................ . ... +�....+� .... ......... ........ . .... :op:.00 �.S-0. . �.,. :. ........ �..... ......... m ��: ......... ................ ................ ................ .................. EXIST.: 12.:WATER :MAIN ::::::: ::::::: : IE,:370.00::::::: APPROX: 370 ::: �: :: ::::: ::: ' :: EXI* * * * . PO*N*Q :BOTTQ ::: ::::::. :...:: 'PIPE' ELEV.' 365:00 ..:.. :::::: .: ' ::130_70�i :ELEV.: 365 ... ....................... ... ..........:. .. ..................................... _ OCO P•AD:: �CP�E�P WE -AT-� 0.6� .R K� -EX IST•.: j 2', C06N•0.: FROM EXIST: SDM:H:#:24:75::: ::::::::: ::::::...:130- TOM: RZ 360 ......... ......... PROFILE HOR. SCALE: 1 "=20' C-2 VER. SCALE: 1 "=5' ....................:...................:...................:...................:.......................................:...................:...................:...................:................... . . . . . . . ::::::::::::::: ......... ........ ..... ........ L.Lj. .....� � :ram.. ......... ......... ......... ......... ......... ......... r` ......... �..:. .w ...... .. . ... ;w ......... ` '............: :.:...........:. ................. .................. — 7:..... 616: Co... : ..... CX3.. d i ::: : �r�i: p " :� ::: ......... ....... ......... ........ . r..�.. ......... ......... ........ ,ten•• o� c�c� : : �j: z: chi) :cCQ : ......::: ::::::::: ::::::::: ::::::::: ::::::::: ::::cr)::: : :::: ,��oo . �.0a .:ran: a • :�:�::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::: : 380 �. �. ; .....0 �........................... ... r,.7. �a �.., ..r,,.7. .. .... . :w::: w ;�:.. — ........ . .... o .00 . w . w�-- --- .. �...�......... ........ N. �.�...1?......... �...� ......... ......... :CD ........ ......... ::::::::: ........ M. L:' �:�'::::::::: ::::::::: Q. w ._.�:..c�......... ........ ......... ......... ..................:..................:..................:....................:...................: .... ................ .................. :...... _ ....... ......... 8 • L• . •2.4• :.PEP •PIPS AND 5f LF ••••• OF•CAGE:AT•1:Qff-�-•0.00.76 ::' 7 ::::::. ::::::::: ................ 8: LF :1:8 CPEP: PGFE ........ ......... ....... ...... . T :f 125k 2:507 ... ' INSTALL -DEBRIS-BA�R�RIEB : ::::::::: ::::::::: ::::::::: :..... ....... ......... ......... 370 PER: COR STQ o TAIL. 223.00:...... . ..................:..........................'....... ; '..'........... .... ................ ................ ................ .................. .........:......... .. . . ...... .. ..... ......... ......... ......... ......... ......... • •E •IS..I .G...G. . AHD... . PROPOSED -POND....... ::::::::: ::::::::: :IE 368.1 ... ..... ............................................. .. ... . .. ................. ................ ................ ................ .................. .........:.........:.. . .. . . ......... ......... ......... ......... ......... ::::I�. . .368:1:4: ::::::::: ::::::::: ::::::... ::::::::: ......... ........ ......... EXIST. • 1 • :PVC: AT: 15 ::::::::: ::::::::: ::::::::: ::::::::: :::::::: TO:S-WH#�049 360 �....... ......... �....... PROFILE 2 r2 HOR. SCALE: 1 "=20' �-2 VER. SCALE: 1 "=5' MIN. WIDTH �4" MIN. CSTC TION 15.0' SEE NOTE 2 """""""""""""" :':':':':':':':'. :':':':':':':':'. :':':':':':':':" :':':':':':':':'. :':':':':':':':'. :':':':':':':':'. :':':':':':':':':' DT 12" QUARRY SPALLS ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: 1) SEE NOTE 3 ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: .......................: GRAVEL BORROW FILL ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: SEE NOTE 4 380 ::::::::: ......... ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: APPROX. EXIST. GRADE .................:...................:: ': ': ': ': ': ': ': '. : ': ': ': ': ': ': ': '. : ': ': ': ': ': ': ': ': ': ': ': ': ': ': ': ': '. : ': ': ': ': ': ': ': '. : ': ': ': ': ': ': ': '. : ': ': ': ': ': ': ': '. : ': ': .........': ': :EXISTING- POND• SIDE• SLOPES......::: .........:.........:......................................:.........:.........:.........:......... ... APPROX.:1:3.3ff:1 V ............. ......... NOTES: ::::::::: ::::.:::: ::::... :::::::.3.-FEET: BENCH (TYP.) :. ::::: ' ' .. ::::::::: ::::::..: :::::::: . ..................:.................. ................ ............. ... ... ....... ................ .................. :.........:........ EL•EV:. •3G9•:1:4.:.....: ': ': '.. ......... 1. THE ACCESS ROAD SHALL BE AT MAXIMUM 5H:1V LONGITUDINAL SLOPE. J •• •• •••••••• ••••••••• •••••• XISThf�G.:POND�BQTTOM: � •::::::. .. ::: ::::::::: ::::::::: :::::::: 2. CSBC SHALL BE PER WSDOT STD. SPEC. 9-03.9(3). ::::::::: ::: ' :: :...... . 370 ::::::::: :::�':::: :: :::::0OTTOM:ELEV,=5�5:a. ::::::::. :'l::::: 3. QUARRY SPALLS SHALL BE PER WSDOT STD SPEC 9 13.1(5) ........ ....:ETNT OE LINER:....... ... . 4. GRAVEL BORROW, PER WSDOT STD. SPECS 9-03.14(1), AS NEEDED TO ::::::::: :::::: ::..:: 0 �`: � : ..::�:: _ :::: : ' ' ::::::. ........ ........ ACHIEVE DESIGN GRADES. COMPACT TO 90% OF THE MDD. " ' • . • • • ... .. WETPOND :WSE . 368.:1:4: ::::::::: ::::::::: D:ETAIL:::: .......:: 360 i......... NTS.... �V Gj,S, r 1 y 24055 ti DETAIL � NTS C-2 SECTION A HOR. SCALE: 1 "=20' C-2 VERT. SCALE: 1 "=5' 999 Third Avenue, Ste 3200 SURVEYED: SCALE: Seattle, WA 98104 DESIGNED: AS NOTED 206.382.5200 1 AS —BUILT REVISIONS ES 12/17/2021 MSG DRAWN: BID SET JE 8 14 2020 MSG ONE INCH CHECKED: AT FULL SCALE IF NCH NO. REVISION BY DATE APPR APPROVEDNOT ONE I: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 1. PROTECT AND SUPPORT UTILITY. Station 0 0 1 +� r` J • 1 :.:.:. .. .:. .:.:.:.: :.:.:.:.:.:.:.: :.:.:.:.:.:.:.: :.:.:.:.:.:.:.. �. :. :o..... ..... ....... .. ::::: ::::::::: ::::::::: .^ 380 :... ......... ......... ...... �..:. ............... ................ ................ .......... Q. . . . rr). . . . . . . . . . . . . . . . r . :~ EXISTING GBOIJfJD :: :as:o `" �. .:::: ...... -GROUND.: :::::::: :. w w::::: 370 ::::::: ::::: ' EXIST :1:� P'✓O A :1 A :.:...:...........................:.................TO.... 1ST... H g.....:... . .. . �X.. , .. pQ4 .... . .... ........:........ .................:...................:...................:...................................... :1:4 :L:F: 24• • C P E P :,4T 354.57%: 360 PROFILE 3 3 HOR. SCALE: 1 `20' C-2 VER. SCALE: 1 "=5' A i6A T STRUCTURE SCHEDULE NO. NORTHING * EASTING * STRUCTURE TYPE, DETAIL FRAME & LID/GRATE, DETAIL NOTES REFERENCE REFERENCE CB#1 177607.9773' =1311359.6614'SADDLE CATCH BASIN TYPE-2 48" DIA, 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 CITY OF URI RENTON • Planning/Building/Public Works Dept. 20 10 0 20 40 1 "=20' Scale Feet 5 2.5 0 5 10 1 "=5' R-398905 Scale Feet HEATHER DOWNS DETENTION POND WATER QUALITY RETROFIT PROJECT PROFILES & SECTIONS -SCHEDULE A WORK DATE. 2/01/2020 FIELDBOOK: PAGE DRAWING NO. C3 SHEET: OF: 5 8 ©©0m ©0 m lg