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HomeMy WebLinkAboutD-271114T O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION T Q CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. N ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" q 57 OS CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. N © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL i O.. SEPARATION BETWEEN CATCH BASIN AND GAS LINE. NEW BOX CULVERT Cn ASBUILT LOCATION PRECAST BOX CULVERT CATCH BASIN SSMH ANGLE SECTION, RISER LOCATION REVISED, SSMH w RIM EL =27,41 RIM EL =28.45 SEE DETAIL RIM EL =29.19 4 "PVC N IE =25.51 18" E &VJ IE =16.45 4 18" E &VJ IE =16.89 4 "PVC E IE =24.01 12" S IE =16.95 8" NE IE =17.44 8" S IE =23.41 6" N= IE =17.75 6 X" N IE= 6" NW IE =17.75 DO EX. 8" DDCVA / /// / l //� IN VAULT 'Y� 6e " \ EX. 8 "W FIRE SPRINKLER -L - IACC�SS RISER #3, v STD. COVER EX. 1.5" 'W °. �" RIMm28.60 METER (01 ANT "I-911A t CALL 48 HOURS BEFORE YOU DIG SSMH _SSMH of / / 96" CATCH BASIN RIM EL =29.21 RIM EL= 7_8.41 / 9Z vI / /// IM EL =28.67 1- 800 - 424 -5555 8" NW IE =17.91 8" N IE -17.91 /I /// 6 "PVC E IE =23.96 8" SW IE -_ x7.91 8" SW IE =17,91 q� 42 °CC NE IE =20.92 *1 EASEMENTS 42 "CC SW IE =20.88 City Easements not shown for clarity. CATCH BASIN / / 2°' 48 "CC SE IE =20.84 There is a 10 -foot Easement from the RIM EL =28,60 6" 6 "PVC BE IE =27.30 CATCH BASIN - O ° 0 144 "0 CATCH BASIN outside edge of the box culvert, RIM EL =25.21 i mow_ kf RIM E =29.48 27.40 wide total. BACK -UP POWER - --- 6 "DI E IE =24.01 � j /// ��� 4 C NW IE =20.73 See Easement Drawing for City easement GENERATOR T c 72" CC 2 °CC E IE =20.92 SCALE: 1 " =20' locations and recording numbers. 3 --_------- STA- 16 + _22 -3g - -- GAS (METER CENTER OF_ _ - - WITH BOLLARDS 4>eP�O - -- 'y - - ---XI T 144 "0 STORM DRAINAGE NOTES N= 174391.97 SURVEY COljl'fR9L' N o BH -4 E= 129955.85 � CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING s APT.# 103/ / o / RIM E /_2 , 29.52 AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. 'l �vAUiT CONNECT TO "F �� TL - - _ EXISTING 3 SEE DETAI_ MAEST: 6 PO HOLED -NOT FOUN WATER LINE \ H SURVEY CONTROL S- •° I - - -h' 1 / / \ A S o -- / / x / 36" SEW PT.# 104 2 g" 8 n `Z' °/ / *7 8'W ENC E ENT NEW WATER LINE N= 174301.57 *2 roI 18 Q _ _ - - 18" SS_ .3 / Removed,,, 1 S -SEE SHEET 7 E= 1299251.32 RELOCATE QWEST CONDU S \ SOUTH- 2 4" CON UITS _ _ - -- - - + ACCESS RISE # > SS �-L NORTH- 2 2" CONE S - M --- -\\ -AP TO TOP ( 24 "@ SEWER - - - - / /- -- - s - - - - -- - RIM 30.tOR- - -� -- -- --- DD NEW ULTS IENC EME = / a 1 00 I PIPE _.- TV - ---- - - � - X _ \� -_.v - .:: �� Iry 88P VC S *2 i ` / G - CATCH BASIN VAU T -- -- .� �... - _ i - RIM EL -27.19 - I - ..- �-�- = -r - /.- - - -I- �� --� � _ _ 8" N IE =21.94 � �� / / - - - A _ - ----T - -_ 0 Z( W VAUL 1 NEW VAULT / / i�PP \ 8" S IE= 21.94 / AC S R # gx00� ��� *6 1 / /// *7 �T ZE ADO sPRwxLE� D. C R U BH -3 V�B VALVES v RI 7.tt / y$TA. 13 +84.Q *7 OV,P R LINE ��rd EX.Q ES NDUITS SEE SH / CONSTRUCT( N BASELINE ANGLE POINT s RECAST BO VE 4 ` a SOU H- 2 4" CONDUITS /o��Oi N- 174323.5 I - - - -_. j -- - - - NGLE SE ON, *4 NOR H- 2 2" CONDUITS /�Oi E= 129935 .59 wATe 6 AP 2.2' DEEP TOP /0P /Q PRECAST BOX �tJEVERT VAULT �, ER T ATI RE f *3 ��1 ( }/ P�.j;`' �PSE GAS LINE RELOCATION ANGLE TION, ZF P� �� STA. 12+70. / / APPX STA. 15 +60 roI R ATION RE�ISED, ON STA. T4�1U7L CONSTRU ON BASELINE ANGLE POINT TO STA.13 +65.I S ETAIL q OPO ED VERT NGLE POIN MATCHLINE STA 12 +60 I N=174-2176.1111 /� - -= 1299256.33 : 6r\ E= 12952 521.4 .46 0 `xJAS -BUILT CONSTRUCTION NOTES i2" STW GAS: LE. ?4<-33" *2 QWEST conduits, 2.2 deep. s3 ACCESS RISER #3 Cut, Plugged, Filled, :Abandoned : ACCESS RISER #4 ` 2" TEL. LE :21x3° 42" CONIC. STORM I.E. 19.6± Relocated all conduits to north € Location Revised Location Revised of box culvert. € ACCESS RISER 2 At Riser IE =20.26 j : Potholed,' 4' down At Riser IE =20.97 _ _ _ 2' STW GAS 40 Location Revised 40 *3 TELE, GAS potholed, 2' down. At Riser 1E -20.12 z- n 8' SANITARY _SEwFR CONNECT EXISTING 8" SO Not Found 2" PVC TL I.E. 20.8 I E 17251 - *4 Found 12" Conc Storm. Lu�dS rr 11 6" TEL( ?) I.E. 25:951 2 DI WATER I.E. 24.91 Not active, cut and plugged IE 21.89 12' .AC SANITARY SEWER ends. South end goes t0 35 per Construction_ E -_IT56 EXISTING GROUND 8 DI WATER: 35 Notes .. _.. -.. .... ®- CL PROPOSED ... r...... E.. _ ...__.. .......... old 42" CMP. *2 �5 27.i7 4'x6' BOX CULVERT Relocated 4' PVC ELEC STA. 16 +09.39 *6 Found 24" Conc Storm. ! QWEST Conduits _ *1 I.E. 27.4+ CL EXIST CB Not active, cut and plugged. 30 Contractor 2 "Plastic - TES 30 _... o._. _. __.. -.- .____.. ....__ ._.._. .. ..2 ft deep. ..._. * co _ ........ ABANDON .....RELOCATE..... ..._. ...._._�.. ELEC; 7a Found 6 "conduit w/ 3 li es + R a 8" :WATER �Q! D D 12" WATER a in it. Said to be old Boein � zz D rl line owned /maintained by z o Qwest for medical offices in 25 0 0000 0 0 w. .....00... ._.... - - -- - -- -- - -- - -- - - -- j. .L....... Triton Tower Bldg. aw _ _ -., - ------ - - - - -- 76 1 _ :I 172 'i^� -i- -T1 LF 4'x6' CONC.: BOX CULVERT I I 25 7b Found 2 4" COm. lines N A88LF4'x6' GONG. BOX CULVERT i i -1 S =-QAO "0.0008 running east-west. Z W 84LF4'x6' GONG. :BOX CULVERT -y S= II.98�2' 0.0041 1 II I I 20 v s z2 0.0017 -- - - -- - -- - -- - - -- - -- - -- ------ - - -- 20 *8 Casing 7' into Box Culve v - -- ---- - -._.. - -..- -- ........ _.._ ... ... -. - T Added Conc. ramp on both ides. g *6 F O 6 24 "SD E. er 4' Abndn'd 21.03: rSTA :12 SD STA. h3 +?r;':93�42at= t€g'I` : STA. 15 +46.17 CULVERT ANGLE POINT CULVERT ANGLE.POINT 1 5 CULVERT ANGLE POINT Abndnd I.E. _29s _. _. CALCULATED LOCATION (IE _ 18.76) 15 Approved - -- .... 24 "0 SEWER = i : i i *8 Top of ;Casing EL 23.23 B P B ENCASEMENT PIPE 36'0 SEWER 2 28 007 ENCASEMENT WASgcr�� 10 ....... - ........_. __. ...._. .... -- ..__... 10 .... ............... .............. PIPE 6 b % .►�, : a HORIZONTAL SCALE: 1 " =20' +7338 aw O.,W 5 VERTICAL SCALE: 1 " =5' StONAL 13 +00 14 +00 15 +00 16 +00 5 AS -BUILT SURVEY BY: MLVIDLU vnrvv NINU UNUUM urvL LUtAIIUINn URU I :)///q/ "" vmnruruw,990 CITY OF AS SHOWN NOngo.e . 19a3pm 41 Axis Surveying &Mapping D=271 114 R T T SAC 7 �O� P.M. " 3/4/2008 REVISED STORM LINE AND STRUCTURES PER DWC 12 -2 -10 B'6' RENTON �� � AS -BUILT SURVEY. REMOVED UNNEEDED °P"""' - STAMPED BY: ALLEN W. GRISSOM o,axm. ONE 1N0H DATUM CONSULTING ENGINEERS - S.C. IF NOT ONE INC" ON- 5/14/08 " *"ALL Planning/Building/Public Works Dept. �¢ 781 BUM AVENUE NOTUH UHTE x09 . ODI.. y sEnTaE, vastmFEm� 98109 am) 8sa m PLS #41957 EXPIRES: 1/6/10 N0. REVISION BY DATE APPR "PFR B.B. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. (D CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. / ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 10 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 13 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP -RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 10 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1" IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. �2 CONTRACTOR TO MAINTAAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. RECOMMENDED FOR APPROVAL Byl- Daniel Carey - - -- Date, -4 /9/07_ By'----------- Date'------- - By :- ____ _ - Date ------ By'- - - - -- - - -- Date - - - - --- AS-BUILT 0 -7110 DnTe RENTON VILLAGE STORM SYSTEM PROJECT Fl�O d_� - CR711 PLAN AND PROFILE 5 "" 12 O2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION y Q CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" q 57 OS CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL i SEPARATION BETWEEN CATCH BASIN AND GAS LINE. i2" STW GAS: LE. ?4<-33" *2 QWEST conduits, 2.2 deep. s3 ACCESS RISER #3 Cut, Plugged, Filled, :Abandoned : ACCESS RISER #4 ` 2" TEL. LE :21x3° 42" CONIC. STORM I.E. 19.6± Relocated all conduits to north € Location Revised Location Revised of box culvert. € ACCESS RISER 2 At Riser IE =20.26 j : Potholed,' 4' down At Riser IE =20.97 _ _ _ 2' STW GAS 40 Location Revised 40 *3 TELE, GAS potholed, 2' down. At Riser 1E -20.12 z- n 8' SANITARY _SEwFR CONNECT EXISTING 8" SO Not Found 2" PVC TL I.E. 20.8 I E 17251 - *4 Found 12" Conc Storm. Lu�dS rr 11 6" TEL( ?) I.E. 25:951 2 DI WATER I.E. 24.91 Not active, cut and plugged IE 21.89 12' .AC SANITARY SEWER ends. South end goes t0 35 per Construction_ E -_IT56 EXISTING GROUND 8 DI WATER: 35 Notes .. _.. -.. .... ®- CL PROPOSED ... r...... E.. _ ...__.. .......... old 42" CMP. *2 �5 27.i7 4'x6' BOX CULVERT Relocated 4' PVC ELEC STA. 16 +09.39 *6 Found 24" Conc Storm. ! QWEST Conduits _ *1 I.E. 27.4+ CL EXIST CB Not active, cut and plugged. 30 Contractor 2 "Plastic - TES 30 _... o._. _. __.. -.- .____.. ....__ ._.._. .. ..2 ft deep. ..._. * co _ ........ ABANDON .....RELOCATE..... ..._. ...._._�.. ELEC; 7a Found 6 "conduit w/ 3 li es + R a 8" :WATER �Q! D D 12" WATER a in it. Said to be old Boein � zz D rl line owned /maintained by z o Qwest for medical offices in 25 0 0000 0 0 w. .....00... ._.... - - -- - -- -- - -- - -- - - -- j. .L....... Triton Tower Bldg. aw _ _ -., - ------ - - - - -- 76 1 _ :I 172 'i^� -i- -T1 LF 4'x6' CONC.: BOX CULVERT I I 25 7b Found 2 4" COm. lines N A88LF4'x6' GONG. BOX CULVERT i i -1 S =-QAO "0.0008 running east-west. Z W 84LF4'x6' GONG. :BOX CULVERT -y S= II.98�2' 0.0041 1 II I I 20 v s z2 0.0017 -- - - -- - -- - -- - - -- - -- - -- ------ - - -- 20 *8 Casing 7' into Box Culve v - -- ---- - -._.. - -..- -- ........ _.._ ... ... -. - T Added Conc. ramp on both ides. g *6 F O 6 24 "SD E. er 4' Abndn'd 21.03: rSTA :12 SD STA. h3 +?r;':93�42at= t€g'I` : STA. 15 +46.17 CULVERT ANGLE POINT CULVERT ANGLE.POINT 1 5 CULVERT ANGLE POINT Abndnd I.E. _29s _. _. CALCULATED LOCATION (IE _ 18.76) 15 Approved - -- .... 24 "0 SEWER = i : i i *8 Top of ;Casing EL 23.23 B P B ENCASEMENT PIPE 36'0 SEWER 2 28 007 ENCASEMENT WASgcr�� 10 ....... - ........_. __. ...._. .... -- ..__... 10 .... ............... .............. PIPE 6 b % .►�, : a HORIZONTAL SCALE: 1 " =20' +7338 aw O.,W 5 VERTICAL SCALE: 1 " =5' StONAL 13 +00 14 +00 15 +00 16 +00 5 AS -BUILT SURVEY BY: MLVIDLU vnrvv NINU UNUUM urvL LUtAIIUINn URU I :)///q/ "" vmnruruw,990 CITY OF AS SHOWN NOngo.e . 19a3pm 41 Axis Surveying &Mapping D=271 114 R T T SAC 7 �O� P.M. " 3/4/2008 REVISED STORM LINE AND STRUCTURES PER DWC 12 -2 -10 B'6' RENTON �� � AS -BUILT SURVEY. REMOVED UNNEEDED °P"""' - STAMPED BY: ALLEN W. GRISSOM o,axm. ONE 1N0H DATUM CONSULTING ENGINEERS - S.C. IF NOT ONE INC" ON- 5/14/08 " *"ALL Planning/Building/Public Works Dept. �¢ 781 BUM AVENUE NOTUH UHTE x09 . ODI.. y sEnTaE, vastmFEm� 98109 am) 8sa m PLS #41957 EXPIRES: 1/6/10 N0. REVISION BY DATE APPR "PFR B.B. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. (D CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. / ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. O9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 10 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 13 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP -RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 10 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1" IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. �2 CONTRACTOR TO MAINTAAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. RECOMMENDED FOR APPROVAL Byl- Daniel Carey - - -- Date, -4 /9/07_ By'----------- Date'------- - By :- ____ _ - Date ------ By'- - - - -- - - -- Date - - - - --- AS-BUILT 0 -7110 DnTe RENTON VILLAGE STORM SYSTEM PROJECT Fl�O d_� - CR711 PLAN AND PROFILE 5 "" 12