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HomeMy WebLinkAboutWTR2703149_12 l CB, TYPE 1 GE 28.18 ' `'M 28.8 BOEING 383 ( � ,o" DI w 25.08 STA 65+1 1 .18 44.5 LT ,-� I 248i. STA 68+92, GE 28.15 10" CONC E 25.07 PIPE END CAPPED FOR CSTA 65+27.18, 40.5' LT 24.0 T ' I --- -- soco F I SCALE 8' DI S 25. I T STATON S A 66+24, 32.00 LT 20 0 10 20 40 Dr N 2s.s2 ---___ 1 _ __ __ 32.00 LT �t _ i -_ !�_ _ _ _I _ _ _ ` FUTURE EXTENSION 1 -12 STUB W/ MJ CAP - 1 -FIRE HYDRANT ASSEMBLY STA 68+67.09, 44.5 LT 1 -FIRE HYDRANT co - U _ - 1 U CLEANOUT PER RENTON ` - 1 -THRUST BLOCK - -�� u SEE RENTON STD PLAN B102 PIPE END CAPPED FOR FUTURE ASSEMBLY SEE ( FEET ) FM _r STD PLAN B076.1 \, I EXTENSION CLEANOUT PER RENTON STD '� N STA 65+11 .1d T IE 17.45 STA 65+26.7, 20.8 LT j I I1 PLAN B102 1 -12 x 12 CROSS, FL x MJ EX BOEING 10 CI RENTON STD PLAN B076.1 p ____j SSMH #8-3, 48 _ _ _ _ - \ -- FIRE PROTECTION WATER :EMEN� IE 18.97 I� I 10' STORM EASEME CONSTRUCTION NOTES 2-12 GATE VALVE, FL x MJ ^ --------_�-� �`---�--- ---o------ -- -,_ _��Dois - - _ o. 200412� su 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN. � 65 � 8 -- /` ' REC. N r SE TB uNt - .,..--.-- CB, TYPE i - �_„.''-' - _�� � TICE / 4 BOEING 38J - --! - '_, r r GE 28.15 u6' TYPE 1 TCE ! 7' ,R, ; E -- - IL:-PI.N�27 ! 30EING 379 =5 2. AFTER APPROXIMATELY DECEMBER 2006 (VERIFY WITH - }- i GE=17 i - _R�W 1 2" CONC 1` 8 Or N 26. ENGINEER) CUT AND PLUG ABANDONED BOEING WATER - -____ AND SEWER LINES WHEREVER ENCOUNTERED. PLUG _ WITH MINIMUM 12" LENGTH OF CONCRETE AT EACH W W _ _ _ - = CUT. gA W 12" WV) / I 12" W a� a ao W 3. AFTER APPROXIMATELY DECEMBER 2006 (VERIFY WITH W _ W ENGINEER) REMOVE AND DISPOSE OF BOLLARDS cn 00 3 No �H ST@I ,.�. _ , 3 (n (INCLUDING FOOTINGS) FIRE HYDRANTS AND PIV'S. 15" SS 15" SS I - , CUT AND CAP CAST IRON (CI) PIPE RISERS FROM 10 1 65+00 66+00 CONSTRUCTION C L 15" SS Q CI FIRE PROTECTION MAIN WITH MJ CAPS, APPROX. 3' ,ALL n� f / 67+00 T 68+001 sPHA� r 69 Q BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP N iOLIY I r,� ^4�rrrRl-,NF + V) N STA 67+01 .1 , 20.4' LT + 10" CI ABANDONED FIRE PROTECTION LINE ON NORTH .� 9 FROM FACE 2 WATER TEE t0 OF CURB, TYP 00 3 GATE VALVES ! J '� I - SIDE OF STREET, AND 6" CI ABANDONED POTABLE P c0 BSP TRACT Q --- ----- -- - - - --- --- - WATER LINE ON SOUTH SIDE OF STREET. DRAIN LINES Q 3 ;,per WATER STU&)R ! 3 urru R [ BEFORE CAPPING, DECHLORINATING AND PROPERLY __-- _-_-- _ _ - Q DISPOSING OF WATER. o I s_ P 10" _ 12 SD sT P 12 SD (n 4. WATER CROSSES UNDER JOINT TRENCH WITH 12" LLJ - CLEARANCE. SEE DETAIL 3, DWG U27. _ _ ___._ s o's __ �1J CANOPY Z_ HCP PAR ING H`r, PARKING ! - = 5. CONNECT EXISTING 6" SEWER TO MAIN WITH 12"x6" U SIGNS R W CONC U 1 SIGNS 2 - CONC c COP - R W - / I TEE PER RENTON STD PLAN B079 (EXCLUDING 47- li � i �'� 7 7lT7 �ilrTi sir Tir7 � � rri �-j_TT� z I . - 7777 i T � ; ice, CLEANOUT). MAINTAIN SEWER SERVICE THROUGH Q 42.7 ABANDONED ` �l TC Q APPROXIMATELY DECEMBER 2006 CONFIRM DATE WITH TCE SS MH 10E-6 Q, p FIN FLR 9.22' E E MANHOLE _ RrM ZB.so _ - EX BOEING 6" CI _ _ 0-` CI co c Q_' � _ ( 20' BLDG SETBACK L1NF 6" CONC N 18.23 DOMESTIC WATER '= a 1 20' RCDr 'ETBACK LINT ENGINEER). THEREAFTER ABANDON/DEMOLISH BOEING 6" CONC E 18.02 N. 8TH ST. STA. 68+42.18= N. 8TH ST. STA. 65+ 19. 14= DRIVEWAY STA 10+00 / n MANHOLE SOUTH OF CURB LINE BY EITHER STA 65+27.18 31 .10 RT Z STA 68+67.09 44.5 LT COMPLETELY REMOVING, OR DEMOLISHING TO 5' BELOW DRIVEWAY STA 10+00 1 -12" STUB W/ MJ CAP Hcr r-ARKING PIPE END CAPPED FOR FUTURE EXTENSION FINISH GRADE AND FILLING MANHOLE WITH COMPACTED STA 65+11 .18 44.5' RT 1 -FIRE HYDRANT ASSEMBLY JOINT TRENCH SIGN j ! SAND. PLUG 6" SEWER AT MANHOLE WITH MINIMUM CLEANOUT PER RENTON PIPE END CAPPED FOR SEE RENTON STD PLAN B102 SEE DWGS STA 68+67.09, 9.0' RT � � � STD PLAN 6076.1 12" OF CONCRETE. FUTURE EXTENSION U36-U41 , TYP SSMH #8-4, 48 I o0 i hs_1 - w -- IE 19.06 IE 17.53 n I GENERAL NOTES: I j i I I o I N 8TH ST STA. 68+42. 18= I I DRIVEWAY ST. 10+00 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS ! c�. SD00-SD25. ELEV=29.31 40 V) N 8TH ST STA. 65+ 19. 14= ; �' 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT z DRIVEWAY ST. 10+00 ( z z � @� I N z DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS cn ELEV=29. 19 Q o � � � 00 '�? Q NO MORE THAN HALF OF MANUFACTURER'S r z N i (� o m EXISTING GROUND 00 © U rn RECOMMENDED MAXIMUM. o °° _ r f- @ CONSTRUCTION! C/L- - = N � z I o o = N 3 v' = x x FINISHED GRADE _ N �`' N N ° �I �Olf 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BELi y ^ N N > V 04 ! w ! �`' w ® CONSTRUCTION C/L w w w w w w w w ^ WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE x W W w v�i� V_ ! 3 ' PER ANSI/AWWA C105. 1 I >v - ---- --- - - - ----- - ----- ---- ---- -- -- -- ---- --- - - _ - _ _ _ 0 WATER ELEVATIONS APPROXIMATE EXCEPT WHERE E z N --- I � ,- - - -f-1- - -t- - - - - - - --- - T - NOTED. 9 � i d � w W ( I M l W SEE SHEET PP12 FOR DRIVEWAY REVISIONS .� I I _ 47 - -- ---- - -- -- �' -- _ a x I■■r (n 0 W 4 -0 MIN COVER AT ! { 12" MIN SE GENERAL ( I I W c z W CLR TYP C/L OF PIPE, TYP' , NOTE 2, TYP i W LEGEND: v - _ _ I N - __ - _ LF - 15�-PVC SS -~� - v - JOINT TRENCH SEE SHEETS U49-U52A i Q FOR PLANS AND SECTIONS N + i S=0.004 FT/FT I Q i • 3 W ' �' �' co RECORD DRA WINGS Z 1. , � PREPARED BY WHPACIFIC, Q ~ = III I FEBRUARY 2010, BASED 10 - - -Y T - ON CONTRACTOR RECORDS. W III I N � �; W ao 06 00 Z c�O � N i I ! I ! Z (0 (0 r- I W W W = I� � � � - �. ------ W W W of WACOD sy f I a �p 0035524 Q �� N 00 1A O> I-, 0-) O O N � '� � r- 00 i(o 0-:O N'(0 00 r- I Il) Ln N 00 I O � � 00 O �'N o0 Ln 00 'VIAL G r- o0!00 r- 00 I N 00 n r- It F_:L0 !(� 00 L0 00 It 00!M 00 N 00 I 00 M 00 r- MIN 00 r� I� � Q0 00 00 00 00 CO 00 I c) 00 10) 0010) 00 0) 00 I� 001� �! 00 0-) 00!0-) 00 � 00 0) 00 00 co I 0016 00 0-) 00 0� 00 EXPIRES 06/06/07 N N N N N N N NIN NIN NIN NIN N N N N N N,N N N NjN c1N "IN NIN N N N N N 64+50 65+00 65+50 66+00 66 50 67+00 67+50 68+00 68+50 69 d Al SURVEYED: SCALE VERTICAL NAVD 1988 DATE: IWH aBHC Consultants, LLC H: 1"=20' HORMITAL• NAD lN3i1991 CITY 0 CITY OF RENTON 4/17/os ■ 720 Third Avenue, Suite 1200 DESIGNED: V: 1"=5' SOUTH LAKE WASHINGTON Fl�`DB°°K` ■ Seattle, Washington 98104-1820 DRAWN: PI-S RENTON ROADWAY IMPROVEMENTS PAGE. n 12100 NE 195th St,Ste 300 Tel: (206) 505-3400 ONE INCH DATUM Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U 12 425-951-4800 Fax 425-951-4808 IF NOT ONE INCH www.whpacific.com Formerly a Division of Berryman&Henigar NO. REVISION BY DATE APPR APPW&D: A SCALE ACCORDINGLY N. 8TH ST. STA 64+25 TO STA 69+00 SHEET: OF,s8