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HomeMy WebLinkAboutWTR2703149_17 17 C l g_ �► " f`l f STA 60+40.99, 11 .00' LT 1 -12" CROSS FL x FL SCALE ,/ STA 63+42 18 LT 20 0 10 20 40 � � �, 4-12 GATE VALVE, FL x MJ I M c c CO3 i ^ I!'� 1 57 LF 1 -FIRE HYDRANT ASSMEMBLY O J a, rYPE , o > SEE RENTON STD PLAN 13102 ( FEET ) ''pFS N c� ?7,, ' 6 SS FLAP �/S/'qE I _ Q 4 �r SAL W"I_ I f.' S 0.0417 FT/FT , w Tc 2s � j� / !; ( ir ' Hd N 1 TH ST STA. 62+95.87= E] CONSTRUCTION NOTES STA 60+86, 21 .00 LT N WIf s� 1 -FIRE HYDRANT ASSMEMBLY DRIVEWAY STA. 10+00 �f (� ~ ! u 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN. - -� 1 / SEE RENTON STD PLAN B102If o Cl STA � 9 \� STA 61 +56.2 17.9 LT SS #10-7, 48"6+89.09, 12.00 RT � 2. REMOVE TOP OF PILING TO MINIMUM 2, BELOW L�/ I 7% 12 x4 TEE -- WATER LINE. , ; / \ STA 61 +56.36, �e ','PE I I ap o ' \ 60.5' LT s( �5 5252GI, 7 06 4 3. LOWER JOINT TRENCH TO PROVIDE MIN 1 ' O Op i / I APNw TCE - - C7 CLEARANCE BETWEEN BOTTOM OF STORM/WATER STA 61 +61 .80, Q = 2 ,.¢, o � / 1° � � � � � AND TOP MOST CONDUIT. „ N r 12 i �1/ - R W z , O) 8 SD- W If c0 STA 61 +64 17.6 LT / 4. STA 59+ 18.00, 21 .0 LT 0 / �' - - _12"x4" TEE - rn FIRE HYDRANT ASSEMBLY Z r i I - I SS ..�1 60+ i (n SEE STD DETAIL TYP 24" S[ i' ce 5. STA 62+82, 12' LT r wV A, ..��: ,2., _.,� i�12 �• W 1 12 TEE, FL x FL T.O.P. 25.3 W I S P 18" ADS � 12 � � # 10- W 3- 12" GATE VALVE, FL x MJ Z r �i s J SS j i� lJ (j �_ r , _ ( w o _ - 5 3 (J1 6. STA 62+40.00, 20.0 RT V 18 SD O 1 - 12" 90° BEND, MJ xMJ n 1 -THRUST BLOCK Q -�� 12» 7 - -� - U 51 LF TCE �� SS 12" SS 12" W r1 7. STA 63+03.28 20.0' RT C« ° I , `� `' CONSTRUCTION C L 1 - 12" 90' BEND, MJ x MJ STA ,59+89.79, ill 17 / � 1 -THRUST BLOCK 16.0 RT �l ,, ) SSMH #10-5, 48 ..rc i MIN 1 't ' J o I _ _ 8. TOWUPPER INMOSTE CONDUIT BELOW WATER LINE. AR TCE ,- _ N 10TH ST 12" �- S /� 1 U _ - C 9. STA 60+90.25, 44.50' LT STA. 60+ 1 1 .87= D i I1/ �� / e - - PIPE END CAPPED FOR FUTURE EXTENSION PARK AVE N � I m; ; OD b 3 / STA 61+50.00, _ _ CLEANOUT PER RENTON STD PLAN B076. 1 , 12.00 --�-"� ST�2+�00, IE 21 .00 STA. 38+34.77 ' e . rxp,y, SSMH #10-6, 48 - - - - SIGN - 44.50' RT 1 1 33 LF - 8" PVC SS c VG ;:D45 '� 10 AALK JOINT TRENCH - S-0.0048 FT FT �-J - / '2' AQse ��$8� 33 LF - 8 PVC SS `( ;GN 1 -12 MJ CAP 10. STA 61 +50, 44.5 RT I SEE DWGS ;j PE S=0.0530 FT/FT U42 AI�-=�, 1 -THRUST BLOCK PIPE END CAPPED FOR } FUTURE EXTENSION N j i o I I j N. 10TH ST. STA. 62+95.86= IE 21 .00 a I I W o 0 0 DRIVEWAY STA. 10+00 40 D �,. __ I _ f- ELEV=30.47 40 11 . STA 62+89.09) 44.5 RT 00 I z I W w ' EXISTING GROUND I I CLEANOUT PER RENTON STD PLAN B076. 1 , f- Q o ll o m © W j @ CONSTRUCTION C/L ? z IE 20.93 Q Q w = I°N° fJI N � r- aj o c_`'N `-'� CO © FINISHED GRADE � a o _,, w z I o i _ I © CONSTRUCTION C/L v tri N 12. BEGIN 400' R - STA 59+30. 14, 18.00' LT Z U O Q 2 x „x _ - - = - _ _ o� � o o+ > + Ld n. N x N N N Z W N I,� 13. BEGIN REVERSE CURVE - STA 59+82.94, 14.50' LT y � �1 w C) Ni U) = c0 Q 00 N 00 - W w 00 W x Oct � /'1 I ZIZ f=CL� ~O Y t� x� - - w � HNO tYO00 x w o of xx xxx xi Q Q N x x x w� ( �I� w ~ 14. END REVERSE 400' R - STA 60+35.69, 1 1 .00' LT w ww w : t O Z cn w (AI w w w w `� - -- - -- - --- - ---- ----- ----- � - --- - O U -- -- � -Air t _ - i I i I � 15. BEGIN 400 R STA 60+86.27, 1 1 .00 LT � �, � � W _ I I I W 16. END 400' R - STA 62+ 19.75 19. 18 LT ! a Pt ,____ ___ .- _ - 12 W _ __ _ p 17. STA 6 0+9 0.2 5, 13.5 RT. 1 - 12" TEE W/6 SIDE c W 8 I O , , W OUTLET I ' b W 0 w GENERAL NOTES: TO - 12" PVC SS . { I 142 LF 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS SD00-SD25. 2$ 170- O 0.0100 FT FT O 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT = S / � � '� S 0.0050 FT FT 12" MIN + + DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO / CLR, TYP I I'�') MORE THAN HALF OF MANUFACTURER'S RECOMMENDED Ili I C1fl MAXIMUM. • BENDS AT PIPE CROSSING " I • Q �Iw I w 4 -0 MIN COVER AT 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE SIMILAR TO I DETAIL 3, 60+ 0.25 U � (/� N N I SHEET U351 WATER AT MIN N N I C/L OF PIPE, TYP cv WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE IE 13.62 - 12 E&W � � CO 00 PER ANSI/AWWA C105. 6" ABOVE STORM W 10 I - �_ IE 16.62 - 12" N 1___1______ - -.T-.�- I I - 10 W Z NIN I I N N LO Z WATER ELEVATIONS APPROXIMATE EXCEPT WHERE NOTED O � I ' O) ON �fill� J _ o6 Oo i LEGEND: V N N �.. W W W W W W W - - - - - JOINT TRENCH SEE C • A SHEETS U49-U52A �tioF w^�,� �? ' FOR PLAN AND � Wr SECTONS 0035524 O �� 0�' FCI ST�4ti RECORD DRAWINGS �s S 00 00 oD oo i o 00 �- c0 Cf l r� ►� O� to I M 1oIVAL �� N r� 00I Q, �" �� N a� 00' � � � PREPARED BY WHPACIFIC U p t0 !U Ln �D 00 O N 00 ' 0o I 00' ao 06 r oo i 6 0 0 0 01 c o o 0 o FEBRUARY 2010 BASED N i N N N. N EXPIRES O6/06/07 00 00 !!a0 ao rn C\, N ao N ao , ao , oo rn � rn �1 rn rn o o O r� ON CONTRACTOR RECORDS. N IN IN N :N N N IN N N N IN N N N �`� M 00 59+50 60+00 60+50 61 00 61 +50 62+00 62+50 63+00 63 SURVEYED: SCALE: DATE: �► BHC Consultants, LLC 1 DESIGNED:SR H. 1„_20' HORIZONTAL W '�"' �?- CITY 0 CITY O F R E NTON Fl 4/17/06 WH aci c 720 Third Avenue, suite 1200 DN V. 1 -5 SOUTH LAKE WASHINGTON Seattle, Washington 98104-1820 DRAWN: Pis RENTON ROADWAY IMPROVEMENTS PAGE. "� 12100 NE 195th St,Ste 300 ■ Tel: (206) 505-3400 ONE INCH DATUM DRAMnNc �' Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U 7 LCA www.whacific.com 426-951-4800 Fax 425-951-4808 IF NOT ONE INCH P Formerlya Division of Berryman&Henigar NO. REVISION BY DATE APPR -PROVED: SCALE ACCORDINGLY N. 10TH ST. STA. 59+00 TO STA. 63+50 ter. 103OF:205 a 19 0 -31 4 1� 1*6