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HomeMy WebLinkAboutWTR2703149_6 1 GR t I l -- r - _�1 0) AC GRAVEL SCALE -- -----�- _ _--------- ;. STA 58+30 14.9' RT __- _ LOGAN AVE N STA. 58+ 10.20-' I 20 0 20 40 M 1 -FIRE HYDRANT ASSEMBLY _-____.__ _ N 10TH ST STA. 50+00.00 1 II 1 -2" BLOWOFF ASSEMBLY �7 , O SEE RENTON STD PLAN B102, SEE RENTON STD PLAN B 103 METER VAULT STA 55+60F��48.0' RT HAIN L K FENCE " 1 -MJ CAP ' E 234a ( FEET ) cp-. z . $- ''-l�"� Z SEE DETAIL 1 _ BENt o 0 1 THRUST BLOCK E] CONSTRUCTION NOTES W � �y 1 - 12„ TEE, MJ x FL STA 56+83.0 21 .52 RT SHEET U30 =olvc Pao-W1 _ F- C PAD / 1 - 12 GATE VALVE, MJ x MJ ----- CONNECT TO 58+36.7, 5.2 RT w� _ C°BRACE N 1 -THRUST BLOCK EX METRO SSMH R02-5 VALVE C°NNICAAgLE �` 58+41 .6,N15.2BLRT 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN. - 1 -6" 90- BEND, MJxMJ PAC VALVE r. STA 56+82.62 12' RT EX MH CONC THRUST BLOCK 0 A , `"A�"` .3 2. DEMOLISH FIRE HYDRANT AND BOLLARDS INCLUDING z s' PIPE END CAPPED FOR 6 SF '0 ����- --��� 9 FROM FACE ENCASEMENT 7 OF CURB FOOTINGS. CUT AND CAP LINE WITH EITHER A BLIND FUTURE EXTENSION FLANGE (ON FLANGE) OR MJ PLUG AND THRUST MGM AVE. N. =_ CLEANOUT PER RENTON 9 t W/ VALVE 07, 3.21 ' RT EX 96" METRO (� BLOCK (ON MJ FITTING). N STD PLAN B076. 1 ' 0 I 1 �� --_� ;t CAN '- SEWER = 5 3 , 11 8 Via= -- � 1 T 12.03 00 E q 0 _ I �y� C r - W 3. DEMOLISH EXISTING BOEING SEWER METER VAULT (6 E 58+00 , 6 O'ftSTRUCf fQN d/L KET13ALL Coo , 00 �'1 _ I- \G�� +- I - F U' ' I 9+ �' METER, 6 DI PIPING) AND FORCE MAIN. I ° BA `J6 - C NC i CT� R/'1N - 1 ;4� ` . --=� . �. - `��<,� � I . � - $ - ---- . --- 4. STA 56+84.8 43.25 RT SSMH L- 1 - - ' (n 8 , _ - -�.- % 60" INSIDE DROP MANHOLE PER O 1 � �� �� - _ 12" SS E ��- I _ /" I - - O CITY OF RENTON STD PLAN B075A. - --1 ~- -- - 12" W I R/W + 5. REMOVE EXISTING 8" FORCE MAIN PENETRATION. A s -- - "` -J- - 12" W �' � - O CENTER NEW 12" CORE DRILL ON EXISTING -_ ____ I 48 _. So - - 12" SS -- - I _ �� POWER 2 1 � � • I --- 6. CONNECT TO 6" EXISTING FORCE MAIN WITH 90' BEND, 12 W 181' 4 R=400' 48 S'� vAu�T J _ E- - -- SD - " - - - - AND THRUST BLOCK, 6 SF. I PROVIDE 2-3000 GALLON 0. (� MJ x MJ PROVIDE TRANSIT ON COUPLING AS NEEDED y --- ARRIERS 48„ SO W _ _ PUMPER TRUCKS DURING THE NIGHT-TIME TIE-IN - --- -- - OPERATION. COORDINATE WITH BOEING (GREG O KARALUS, 425-237-8821 ). �./ B C R W �� �' IU 7. 6" DI FORCE MAIN CLASS 350. TRANSITION DEPTH `# �e?`P � - � ply F N 10 �� R/W �i � f 12 55+58.8, 58.6 RT- P � _ 6 STA 58+29.15, 26.55�'I�T �� = OF COVER FROM CONNECTION POINT TO 4 COVER AT _ - VALVE ` 57+19 69 RT - �a� _ 90° BEND OPPOSITE VAULT. SAWCUT AND PATCH AC 1 1 1 AT \ 1 -12 CROSS, FL FL ti f STA 55+61 , 67.50' RT 2 WATER SERVICE STA 57+53 0 O 'Q PATH IN KIND. 4-12�GAfi�-VAOE, FL x MJ - �� ��,- -JOINT TRENCH 1 -12" STUB W/ BLOW OFF - 1o?- C, 37 40' RT _ ' 1 -THRUST BLOCK c� 0 2�, STA 58+21 .41 , -` STA 50+98.5 22.02 LT `j _ SEE DWGS 8. 6" DI SS FORCE MAIN, CLASS 350 (3' MIN COVER) O 2 �i 1-� s�� 5o SSMH #10-1 Z c FIRE HYDRANT ASSEMBLY U32-35, TYP 1 -FIRE HYDRANT ASSEMBLY 2s� �'0 � � � � z SEE DWG U15 \ + - � SEE RENTON STD PLAN B102 � 9. METER READOUT AND CHART RECORDER SEE DETAIL 2 SEE RENTON STD PLAN B102 �� s�� s� �� \ o l SHEET U31 . ASEMENT __ A�s � �` �o rSEE SHEET U 15)D or - 1 Ld 10. POWER SUPPLY TO METER. SEE SHEET U31 FOR , `�' Z I i !I! CONDUIT AND CABLE REQUIREMENTS. CONNECT TO "' I ``' I PANEL IN EXISTING POWER VAULT. I { of m m m OGAN AVE N STA. 58+ 10.20= 1: j 0- C C) o UI I40 o N C° N ► I J 10TH ST STA. 30+00.00 o a� o QI o }' CL o0 a_ 00 _ I Q Q o LEV=31 .56 0 �' N `� EXISTING GROUND 1 1 . 1 1 /2 PVC SUMP DISCHARGE. ^ z = Z N Z N I O I > 1-= w I p CL I a- I I' 3 Q I v Q cn _ _ j F-- Ire ; z zcl-^ z .-. @ CONSTRUCTION C/L W ^< ~ Z z z : N I 12. LOWER WATER LINE TO PASS UNDER JOINT TRENCH r y Z � OtMD• � U) UIY a C� Q � C� Q � C� Q � Ln j O U) - LL_ UD p W _ N _ LL o � N c) w cno - c , J = - q- aow Lw PER DETAIL 2 DWG U27. ao V) � U) coo o w FINISHED GRADE z N - O W O W N X (� W 0 I U N O N ® CONSTRU TION C L GENERAL NOTES: a z 00 � w �.� 0 XX ' ► Q � / � z W � W \ W � ICJ 00 LL_ = W W f x X0 � X O J X O J I �\ w f W w w w w w LLB w 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS x -- - - / - - i ^ SD00-SD25. z O 30 _ _ _ CD y � N T.O.PI 25.2 I O 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT z y + 0 I ( DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS a ' tj I I NO MORE THAN HALF OF MANUFACTURERS d Rw _ 10 4.87 441 LF - 12" W (CL 52 DI) W _ o W RECOMMENDED MAXIMUM. y .� o = I g" wpN j , (= 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE C 24.79 ( WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENELd C z W tf� I I W PER ANSI/AWWA C105. f y 18 LF - 12" SS SEE GENERAL i Ln+ + I u WATER ELEVATIONS ARE APPROXIMATE EXCEPT S40.020 FT/FT NOTE 2 °�° � ( WHERE NOTED. O O I fl -_- _ I WATERLINE LAYOUT DATA I + --- tt� I A3 LF� - 12 PVC- 1 SS.� __ __ ___-- i -- O � EX 96" METRO SS ; i SIMILAR TO DETAIL 2, co PT STA OFFSET A Q RECORD DR WINGS S=0.0040 FT/FT SHEET U27 O 55+50 48.5' PREPARED BY WNPACIFIC, BUT WITHOUT SHACKLES FEBRUARY 2010, BASED ---- - w - 10 V © 5 6+0 0 4 5.0 ON CONTRACTOR RECORDS. - I - - - -- - ' V)I V) W _ 1z POWER CONDUITS I W © 56+50 40.0' I N N Z CORE DRILL INTO BOTH SEE PLAN FOR ACTUAL I Z O 57+00 34.0' HORIZONTAL LOCATION ( I I J SIDES OF_ METRO PIPE i -JC . _ IE t 1 , 99 - 12 E- _ I i - ---- = OE 57+50 29.0' 4�oF � I U I oo I oo I lin U �r SEE NOTE-5 N o if; 0 58+00 28.0' IE 11 .85 12" W IE 12.45 = 12" NW !N © 58+50 9.0' FROM W CURB a i EX IE 8.85 96 S do N I E 12.35 - 12" N -- - - w w w ---� ---_-- ��o �oo'3ssza 'ics o f s T I � ") o o c ao o O 00 a, L, 00 Lo �!►� t �In �; � � Ln N r ) N"� rn 6, co LEGEND: SIONAL ' 0 00 cD 00 � O rq to +� Oil� O O O O M M O O 0 Oi O�� EXPIRES 06/06/07-�O l o JOINT TRENCH SEE SHEETS N--) N-) NM in 10 rn 50 56+00 56+50 57 57+50 58+00 58+50 00 59+50 1 60 U 49-U 52 FOR PLAN AND SECTIONS DATE: d A RECORD DRAWING WE 1 M SURVEYED: SCALE: VERTICAL- !� 1999 �_ HORIZONTAL. Iw m'93/1991 � CITY OF CITY OF RENTON 4/17/06 BHC Consultants, LLC DESIGNED: H: 1 -20 �� ■ 720 Third Avenue, suite 1200 DN V: 1"-5' SOUTH LAKE WASHINGTON °°" IWH dC1 C Seattle, Washington 98104-1820 DRAWN: PLS _ RENTON ROADWAY IMPROVEMENTS Tel: 206 505-3400 ONE INCH DRAWING NO: 12100 NE 195th St,Ste 300 � ) DATU M Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public works Dept. UTILITY PLAN AND PROFILE U06 W IF NOT ONE INCH 425-951�800 Fax 425-951-4808 www.whpacific.com Formerly a Division of Benyman&Henigar NO. REVISION BY DATE APPR APPROVED; SCALESCALE ACCORDINGLY LOGAN AVE. N. STA. 55+50 TO STA. 60+00 sue: °E�92 205