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HomeMy WebLinkAboutD-357050GENERAL NOTES o 1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS. 8 PVC(E. W)=14.9 / J / \ � + I w I - SSMH RIM=23.14 CB RIM=22.16 ' M ---- 8-DEC / > /. 5"COG/// t 3)3"Dec (3)a'roec I t R^ ® cL CHAN s"Pvc(NE)=1s.7 a"D�c #850SW7THST IE a"cPEP(s)=,9.3 ' 2. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE AT THE / CL CHAN 8"PVC(w)=,5.7 8'bEC i / / 0 0 / ce ASPHALT a C {� E ,z"cPEP(E>=19.o CENTER OF THE DRAINAGE STRUCTURE. n I ERR p ( .II a _ _ _ _ _ _ _ / s'roec EX FILTERRA 106 3 _ - z"cPEP w / '3 �p `n / # RR ) 0 3. SEE DWG C15 FOR TYPICAL TRENCH SECTIONS. t�-- a __ EX FILTERRA #107_ SDMH RIM=22.67 ----- ■ 2'oec - _ _ - - -� - - -Qp - - - _ - - _ - - - - - -CL CHAN - I 4. DRAINAGE STRUCTURE AND PIPE REMOVALS ARE PAID FOR BY "REMOVAL OF 15'OEC -�� IRR L ww-7�-UPP � U� UP 60"CON C(E, W)=128 sS=Fb UFo UFO -UFO F �uFo �uFo�' J uFo T ( a uP CP# 13 uP uP�- - - - - - STRUCTURES AND OBSTRUCTIONS". s s - MPTY -_ CON zl s"Dec a"DEC ssMH RIM=zzso {� ( 5. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED EMPTY �F OF ��- 3"DEC 6s3-14 ,3M ON C CONC DWY - - - - _ CL CHAN 8" EC N=, 960 25 8;DEi`- T N UFO_ -_z,- CONC(E,S)=,3.9 _ -&=,2995 e a� -- WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2-02.3(4) OF THE -GU� 15'D C G G G (W-233201) - UFO HN 7 T ELEV>zx?� l P�,o7 c G P ,o T T uFo� uPUFO UPUFo uFA SPECIAL PROVISIONS (FOR PIPES) AND SECTION 7-05.3(2) OF THE STANDARD _ 60' SID BNSF RAILROAD H� ® N� _ _ _ _ _ _ _ _ - - - - WALK G SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES. 6 CO. EASEMENT - - - - - - - - � _ _ _ _ _ 14 G G��> 6. CONTRACTOR IS ADVISED THAT NEW STORM IS IN CLOSE PROXIMITY TO THE EXISTING U EX 60" SD 2" PIPE U � R, � 6 a � WATER AND AS SUCH SPECIAL SHORING AND PROTECTION MEASURES ARE REQUIRED. LLLILI I50 MH3 I13+oo 13+50 SW 7TH ST W 2 A w SEE SECTION 7-08.3(1)B OF THE SPECIFICATIONS. 14+50 3 13 �'---- ._ U ' H2D5? PH2D 15+00- p 15+50 1 rn CONSTRUCTION NOTES NEW 60" SD 11 MH5 PHzz MH6 ss-1A+ Ss N ss w 3 PH3o, z,� 16+50 s s�tW O EXISTING UTILITY HAS BEEN RELOCATED VERTICALLY TO REMOVE CONFLICT. NEW DEPTH cA� ' w w MH4 14+00 - 'U) SHOWN IS APPROXIMATE. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY w w w� - -za_ SUPPORT. w I RR CROSSING w w w w o 2 w - STA 13+13 ® '6 12 4 w y w n w a w a Z O CUT EX 6" SD AND PLUG EXPOSED ENDS (2 LOCATIONS). coPc Dwr u uP u uP uP coNc Dwr a 12" SID FIR r EIR uTv- 7 7 7 w _ SEE PROFILE 2 ON DWG C6j I� O STORMWATER VAULT (MH6) W/ENCASED SANITARY SEWER. SEE DETAIL 1, DWG C11. Q U P UP UP 3 CUI DWY -2.8 p - UP L UP 9 PH302 Q 4 BNSF TO REMOVE AND REINSTALL RR TRACKS AND CONCRETE PANELS FROM NORTH FO UFO -UFO- UFO -UFO 1Q AS -BUILT (AB) STORM DRAIN PIPE SLOPE & ELEVATIONS.Q-I WALK UFo UFo T uF u�o UFo I D '2 DE 2 De ocU O6"oE SIDE OF STREET TO SOUTH SIDE OF STREET. CONTRACTOR TO COORDINATE AND Q � FO uFo SUPPORT. SEE DWGS C9 AND C10. Q UNSTABLE FOUNDATION ENTIRE PIPE RUN THIS SHEET. CLAYEY SOIL IN 17 eCB RIM-2, 83 F W F uFo o WAL���B_. I 2 � I 16 5 REL G WATER LINE. SEE PLAN AND PROFILE FOR WATER ION BOTTOM 6' OF TRENCH. OVEREXCAVATED AND PLACED FABRIC, 12" OF 4"-8" E oNC( NE)= 7.o a o QUARRY SPALLS, AND FABRIC. 3 #875 SW 7TH ST 3 Q CPg14 AT STA 14+20 ON D TING 10" WATER SINGLE FEED LINE i N (n s63-,a.1aMlc 3Q AND MUST REMAIN IN SERVICE DURI TION OF NEW STORM AND WATER. N=175932.97 cE RIM=2,.96 SEE DWG C12 FOR ENCING. CONTRACT LE TO CONFIRM 33 EXIST 10-INCH WATER WAS FOUND TO BE 8" ABOVE NEW 60" STORM AND Q E=129 3 oe 8 IE 6 CONC(NW)=17.3° I EXIST BEFORE ORDERING PIPE MATERIALS. RELOCATION NOT NEEDED. �81��� �1A����tA� hA�FAA-rfflA � 1 4Q EXIST SO WAS 10". CONNECTED TO NEW 60" SO WITH 12" INSERTA TEE, PAFF X Nt, � a F-2 AI IAN8 fTjN IIN] Tj118 ������I I © PRIVATE UTILITY CROSSING. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. PIPE, AND COUPLING ADAPTER. VOL, ss, P. so I G" F" 30' P�1���� 1A1 0a O7 IT IS ASSUMED THAT THE HORIZONTAL CONCRETE THRUST BLOCK AT THE EXISTING TEE 55 EXIST 4" GAS WAS FOUND ABOVE THE CONC. CASED FO. PLAN VOL. 83, P. 10 WILL BE DAMAGED DURING THE CONSTRUCTION OF THE NEW 60" SD. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT DURING TRENCHING, PIPE INSTALLATION AND BACKFILL, AQ SIX PREVIOUSLY UNLOCATED CONDUITS FOUND. FOUR 4" AND TWO 2". ONE FROM STA 12+50 TO 16+90 AND THEN REPLACE BLOCKING. HAD 2" PSE POWER FOR STREET LIGTHTS. OTHERS EMPTY. CONDUITS WERE SCALE: 1"=20' 8 REMOVE 12't 0 BELOW TOP OF PIPE, BUT FLEXED UPWORD TO CLEAR NEW 60" SD. O9 REMOVE EX CB AND LATERAL SD. PLUG END OF SD TO BE ABANDONED THRUST BLOCK AT TEE MOVED DUE TO EXCAVATION FOR NEW SD. TWO 7 IN PLACE. INSTALL NEW CONCRETE INLET AND LATERAL. SAW CUT AND ECOLOGY BLOCKS PLACED TO REPLACE THRUST BLOCK. THIS WAS OK'D PER REMOVE AND REPLACE EXISTING CURB & GUTTER ONLY AS NEEDED TO WATER MAINTENANCE GEORGE STAHL. INSTALL INLET. ( ) ...: ......... :......... :......... :......... :......... :......... :......... :. .....:... 11::::::':::::::::':::::::::':::::::::':::::::::'......... ........: ::::::::: ::: . ...... ' ......... ......... ......... ........ C11 ' :::::::::: E ::::::::: E ::::::... ......... ......... :::: : 10 FOR DUAL 36" PIPE, INSTALLATION SHALL BE SIMILAR TO SECTION AT ......:..................:...................:.........:. ::I ::::::::::::.......... . ....... ....... ....... ....... I.::: O . `�' 35 STA 18+00 ON DWG C15. ALSO SEE WELDED STEEL PIPE JOINT DETAIL 35 .. .. ...... .... ....... ....... ... ....... ....... .ca .... .. ....... .... ....... ....... .. ... ..... ....... ....... ....... ....... ....... .. .. .......................:...:.° ':.........:..:...............:..:............... - ...... ...... ... 4 :... o .: ........ :... :....... ....... .......:.:.:. �......:.........:.........:........:.........:.........:..cc.....:... 3 ..:.........:...... ........:......... ...� .:�:::``:::..: ......,,�. .:. .:. .:. .:. ON DWG C8. . ... ....:........:................................. ............................ W ......... .................... .. .... W..:.........:.........:.........:.........:.... :.. :.......�.; ....... :.........:.........:..R .....:.........:.........:.. n.. .......... .........:........12.::::::::: ::::::::: .... :. .:..o.... 9':..: .... a ..:........ ....I....:.......o- .. o .............................a'................................. ...................... ......................... .. w....6 .....� .I:..: ..■....:........:.00......:.........:.............. .... ....... ....... w ...5 B... n rn.:.. ... :.... a :::::::::::::::::::::::::::::::::::::::::::::::■.... 11 2" COPPER LINE (POTHOLE 205) IN THIS AREA MAY BE A WATER LINE ..a ... .. .. ....... ...... ....... ....... ..� ro : :d.. vA.:C. '.. '' N::: . ..�....:......:� ..... ....... ....... :..� .... ....... ....... U .: W N x ..:.... ....... ....... ....... ...�.... .... a ... .... w.� . ... 13 ....... ....... BASED ON RECORD DRAWINGS. COULD NOT BE CONFIRMED. PROTECT . ... ....:....... ............:.........:.........:... .....:.........:.........:.. w ..w .:... ....:.........:........ :.........:.........:.... .. :..... �?..: ...... ..... ...::.......::.......:::.......:::..: :.. 30 :.......� :.........:. .....:.........:.........:.. a ..� .:...�.... .........:.......o .........:......... ...� ...,:. - . z ...�.u# .. a �o ..: 2....;:.........:.........:.........:.... ... 30 AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. .........I .........: ..................: ........:...................:...................:...................:...................:...................:.. ... .............. ...........ln .................. .............. u].: :... ... p. ..... .............. ......... .............. ......I......... .. .. ... ...... ...... ...... .... �. ..©........J. �..^.. N ... g. . ... ...... ...... .. .. ......sr .. ....... ....... ....... ....... .. ....... .... ....... ....... .. ,n. X. .�. ... ....... .... ....... .. .. ... ,n.: .. .:..� N.= .:. .¢ . .:. .:. ..W ....... ....... ::o m .....� ,n..z. d-.... .�.. ..�:.......: ]:::....::.......::..:�: m. ....:.........:........ ¢... .... ■ o o v o N ^ o 0 4: 12 SD IN THIS AREA BASED ON RECORD DRAWINGS AND POTHOLE 206. ....... :::r .- o ..... .... ....... ....... o . .. W .... ....... :..��.".'.'. :.........:.........:..w ... ..W ....... ....... ...+N..Z..� t41 �. .�!L�N.O.�Zr.. �.. .. .. .. ..+N, t-... �..:.........:..........}�.N :I1�j� e. .. ....... ......� : ....... .fit. .ln w.W�.. r. ..: �. .}. N.M. �.¢......:.........�.........:.........:.... ... REMOVE AS NEEDED FOR INSTALLATION OF NEW PIPE. CORE DRILL NEW . ....:.... 1"J. :. .. ..:................... .. ... ........................ _ ..4 .:..._.....:.........:....... ..........:.......... W. ........ ... .... ..:........ .Lu.........:.........:.... . z ^ w ti a w o z w..= w .. = v 60" SD AND CONNECT SOUTH END TO NEW 60" SD WITH AN INSERTA ......::: .. W: ::::: �' z .. :::-- - ....:.........:...... � :......::::: :4 ': ^ �'X " ..�: " ...z: �. �:::: r^>.. z.x:.........�.........:.........:....�.M U . c� o o .. y ....... m W T w:: x ' : a - o .. o:: a.........�........................ ■ U TEE FITTING. PLUG ABANDONED SD TO NORTH. ¢ ....... ....... �.......... ...... 25 ¢ 25 _ m. ...�.........:.........m.n-.-...............:........�........ ..s..�....w...:. x. : .r.-. ............ m. �. ....:.......... ................................................,............................................................................. W. �....:... �........ a:...................:..................:...................:......... . . w ....:.... .¢.,n �. ?+�. .........�...:.'. '. .. 4 N. �..: ': :::::::::::::: :_.. z ..z .:... W ....:.........:....... o :......... :......... :.... .... ....... 1.}. a. ': �..: .... a:.........x.........:.........:.... .w . w I .... ........ :........ :.........: v a ... .:.........:......... :....... � :.........:.........:.... ....:. ...... :... ....... L .w..¢:.........w.........:.........:....I. 13 6" TO 8" CONC SD IN THIS AREA BASED ON RECORD DRAWING 3.4.8:.........:...34.$...:........:.........:.........:....... .:.........:.........:........ w _ .::_? _ ::::: ......... ..... . ............. ............_: _ ._ ......... ._ ....._: _ .....� ....... �...................... . o : .. ....... ... ....... ...... ....... - '�:= D-137007 AND N INSPECTION. REMOVE AS NEEDED FOR INSTALLATION N r.... ...... .. - . ....... ... .. .. - . -... - - -... �.� ..... �:. .:::.. ......... ......... ....... . ......... ......... ........ :........ ....... ...... ... ....... ...... ...... OF NEW PIPE. CORE DRILL NEW 60" SD AND CONNECT SOUTH END TO w ... ....... ....... ....... ....... ... .. .. ....... ...... =o, :.. ...... ... ....... ...... ....... w :. ... ... ... . :. w I... I. NEW 60" SD WITH AN INSERTA TEE FITTING. PLUG ABANDONED SD TO 20 �...::....: 3 :.. �.w 20 U.............................:................. :...................:...................:.................:...................:...................:.................:..................:...................:..................:...................:...................:.................:.............� .........:...:...:: NORTH. PROVIDE BEND AS NEEDED. ■....:...... ..:.........:........ ....... ....... ....... ... .. .. ....... ...... ....... ....... ...z ... ...... ... ....... ....... .:':Y'.� .... ....... ....... ....... .. .. ....... ...... ....... 2 :.......::.......:::... . w w 14 REPLACE SURVEY MONUMENT 1283. RECOORDINATE NORTHING EASTING .... ..... ....... .. ... # :... ... .:. 0 Z :Z AND ELEVATION PER CITY OF RENTON SURVEY CONTROL NETWORK J... .... ..... ....... ....... ....... ....... ....... ....... ....... ...... ....... ....... ... ...... ... ...... ....... ....... ... .J , _ .... ..... ....... ....... 5 : ...... .. FEDERAL GEODETIC CONTROL 1984. .... .. ....... ....... ....... ... ...... 0::......::.......::.......::... ._ . ..:... ... .:... ... .:. N :. :. 15 U :.. 70:LF:60 O:GRA©E:50:...: :::.:::.: :.......: ......... :.......: :.......: :........ ......... ......... ......... .....:::: :....... ...... ....... U 15 :. c...........:..................:...................:.. ........................................................................................................................... .. ... " .. .. .. _ ................................................................................ .:................ .............. ... n .. ... . .............:. �. ....... ....... ....... ....... ........:18......6.. .PPP.SD.5-0.089 . ...... ... ...... ..........198.LF.60 4.PPP.SD.S..0..02� .. STEEL POPE: 15 REMOVE EX CB AND LATERAL SD. PLUG END OF SD TO BE ABANDONED .:..:€:..::: ....... ....... ...... ....... .: ■....:...... .. 1 ::5= 0.011%:.......: :::.:::.: ......... ......... ......... ......... ......... ........: :..:: :.......: ::::.:::: :.......: :...: :. :...■.� IN PLACE. INSTALL NEW CONCRETE INLET AND LATERAL. SAW CUT AND REMOVE AND REPLACE EXISTING CURB & GUTTER ONLY AS NEEDED TO 5 :: .. .... ..... ......: ....... : ....... ....... ....... ....... ....... ... ....... ....... : :::: ::: .::::: ......: ....... ......: ....... ■:..::....: ... ... ....... ....... ....... ... ....... ■:..: INSTALL INLET. 10 ...■.... ........: :::.....: ........: :........ ......... ......... ........: :...:' ... ....... ....... ....... .... .... ....... ... ....... ....... ■.... 10 :. :..... :. :..... ........................................... n...:...................:...................._.L..............:...................:...................:...................:..................:.............:.::.:.:............... .............. .............. .............. .............. ... .... .. .............. ....... ....... ....... ....... ....... .. ... L ....... ....... ... ....... ....... ....... .... ..... ....... ....... ....... ....... ....... .. .. , 302A AND 302B. LOCATION OF ... ...... ....... .. POTHOLES IS APPROXIMATE. I :.. ....... ....... ....... ....... ....... ....... .. ....... ....... ... ....... ....... ....... r: ....... ....... ....... I:.. o....■....:.......... ........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:...... ......:.... ...:...... W.........:.........:.........:.........:.........:....■.... „ n :.........:.........:.........:.........:.........:.........:.........:.........:.........:...................:...... 'C a .........:.........:.........:.........:.........:.... ... 17 COREDRILL NEW 36 STEEL SD AND CONNECT NEW 8 SD. SEE PROFILE ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 1 :.10 ... 45:LF DUAL 360 DI....: :....: n q.........:.........:.........:.........:.........:.... .. . ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .... Q .Q ................. ... ..... ....... ....... ....... ....... 1 ON ON DWG C6. 5 I :..::.......: ......... ......... ......... ......... ......... ......... ......... ................... ......... ......... :.........:.......5=0.44y;.:...: ..... d ' 2......:::.......:::........ ......... ........:::..: I ...: 5 .:.......■........:...................:...................:...................:...................:...................:...................:...................:.......................................:...................:...................:...................:...................:...................................................... .,r...................................:.....................................................................■......... ...... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... � ;...... ....... ....... ....... ....... ........ ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ......: :.......: :........ ......... ........: :... .... ....... ....... ....... ....... ....... ....... ....... n Q ......... ..................:.........:.........::::: .. .. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ..... z �, w.......:.........:.........:.........:.........:.... ... :..::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::.......::...............................................................I: ................................................................................................................................... p �::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ......: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ........ 13+00 14+00 15+00 16+00 PROFILE FROM STA 12+50 TO 16+90 HORZ. SCALE: 1"=20' VERT. SCALE: 1 "=5' � z � Louis Berger 1 AS-BUILT REV SET rsr 1= `• 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 NO. REVISION 5 2.5 0 5 10 20 10 0 20 1"=5' 1"=20' Scale Feet Scale VSPACE AS NOTED ""�°"` . ro°°„" ." JF/JE/RL �� CITY OF ASG 9/22/2018 MSG °R"w"' Aw RENTON ASG 4/18/2016 MSG "Ec l CHDATUM IF I Planning/Building/Public Works Dept. BY DATE APPR """ . -N.1 0 AS BUILT rCOMMENDED R APPROVAL 40 E)pa /Cp% Feet aY SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2016 STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 -: PLAN AND PROFILE, SHEET 2 OF 5 C2 6 20 5