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HomeMy WebLinkAboutWTR2703149_15 1 10 ° ,��'�` / //� - - STA 50+1 1 .49, 17.99' LT gSr LOT 150 LF - 8" SS 3 SCALE a 1 -12" MJ CAP S=0.0094 FT/FT / 2® 20 0 10 20 40 ► STA 54+32.70 19.15� LT 1 -2 BLOW-OFF / co 1 -THRUST BLOCK STA 53+05.4 17.1 ' LT 1 -12;;x 12" TEE, MJ x MJ FEET 6 N 10TH ST / / ` WATER TEE 1 -12 GATE VALVE, FL x FL STA 50+23.95, 18.00' LT STA. 49+96.90= / / I N 1 -12" 1 1 .25' BEND, FL x FL :LOGAN AVE N s / / / 1 -12 CROSS, FL x FL 1 -12" 22.5' BEND, FL x MJ o W -w . 5 +1 'y� `` 4-12" GATE VALVE, FL x MJ 3-THRUST BLOCK / CONSTRUCTION NOTES A f- 20 STA 52+93, 17.0 LT de 1 . PROTECT EXISTING BOEING � : /� ` i � e��,. „ 1 -12" 1 1 .25' BEND, STA 54+17.81 , 18.43' LT s �' n UTILITY TO REMAIN. h MJ x MJ 1 -12"x 12" TEE MJ x FL J 1 -THRUST BLOCK - _ r 1 -12" 22.5' BEND, FL x �IJ z 2. STA 19+33.30, 9.98 LT STA 50+34.31 ,' � �/ 'f '� � �f R/W STA 51 +44.80, 17.78 LTA � I U i 4 1 - 12 MJ CAP W/ TEMP /2 I 1 -12 1 1 .25 BEND, e;j, L (54+17.7, 16_4 LT) _ (f1 / / SS MJ x MJ - - 2-THRUST BLOCK PLAN BLOWOFF PER RENTON STD SSMH 10- 1 , / 1 -THRUST BLOCK c (� EX 96" '/ � / � O " ' _ 1 -THRUST BLOCK / `� �2., JOINT TRENCH / r, STA 51 +79.20, 6.76 LT SEE DWGS r � METRO "_ _- .3 i s X� SSMH #10-2, 48" U42-U43 SEWER / i 3. STA 19+32.49, 8. 12' LT 01 PIPE END CAPPED FOR FUTURE STA 50+96.6, 16.6 LT No I OTH ST. / 12 ►nw EXTENSION CLEANOUT PER ` /%�/ / � ,• � WATER TEE T.O.P. 25.5 I � � + RENTON STD PLAN B076. 1 coHYD 21 .0' LT 55 O o IE 16.50 / __ -- a / \ y 12" W 0 _ 4. STA 54+44.81 , 19.73' LT STA 51 +25.14, 44.16' LT� 12" W 0 / _ BEGIN 400' R REVERSE STUB I.E. 21 . ,� I _� 4+0 SS CURVES. 52+00 12" SS I - 5. LOWER JOINT TRENCH TO Q _ N z PROVIDE MIN 1 ' CLEAR TO 1 UPPER MOST CONDUIT BELOW 12" SU �, o + � WATER LINE 12"x10" TEE' 26 LF 10" G WATER STUB 6. STA 52+42.5, 19.0 LT / �/ ,, ..- _- _ ❑ O 1 - 12 1 1 .25 BEND, MJ x MJ co / 1 -THRUST BLOCK / Sp - - STA 54+38.59, co J /1 MN � - - �- cs, TY SEg7 o RtMG�,c E 23.6 34 �` N. 10TH ST. STA. 51 +8 6. 14 R/W 19.43' LT l ` / S d ; i of 26 g9 6 „ CoNG N 2 2z 3z i 1 -12" GATE VALVE, �„ STEEL E 3Q„ coNc sw DRIVEWAY STA 10+00 STA 53+07.75 21 .00 RT I / FIRE HYDRANT ASSEMBLY J w _ MJ x MJ 42 LF - 8" SS SEE RENTON STD / e •,;i �/ sD M" � '�__ S=0.1669 FT/FT_,,___.-_- PLAN B 102 CO RECORD DRA WINGS 29.69 STA 53+77.65, 24.61 ' RT / PREPARED BY WHPAC/FIC, SW 22-53 2J' BLDG SETgAC%C LINE `' � STA 54+00.60 32.03 RT 30" CONS SE 22.45 SSMH #10-3, 48 „ ' FEBRUARY 2010, BASED / r 3p„ co NE 22.46 _ - STA 51 +76.81 35.50' RT _ / 1 -12 GATE VALVE, MJ x MJ ON CONTRACTOR RECORDS. / o Ln SKIP STRIPES / PIPE END CAPPED FOR t 10 FUTURE EXTENSION / CLEANOUT PER RENTON STD STA 17+08.32, 10.34 LT / - " PLAN B076.1 PIPE END CAPPED FOR z Q °IV a IE 21 .00 FUTURE EXTENSION STA 17+08.32, 10.85' RT Pw / CLEANOUT PER RENTON STD 1 -12" MJ CAP W/ BLOWOFF % silo__- _p- PLAN B076.1 - U L K y y r I DI IE 21 .00 ON N 10TH ST STA. 49+96.90= ® LOGAN AVE N! STA. 58+ 10.20 I I x �LEV=31 .56 ! con �0 01 : 2 , � I o z N N. 10TH ST. STA. 51 +83. 1 1 = _� __ _ _ �__ _. _ __ _ 40 1 . FOR STORM DRAIN LOCATIONS, SEE o N in ~ , DRIVEWAY STA. 10+00 z y L ' o, _ .w cn N z cn to ri 3 E DWGS SD00-SD25. o Qw I NI N z o � z cn I 1 © o � ® a >i W o w! >- o o 0) i �. r �. 2. FOR VERTICAL AND HORIZONTAL d ~ W Q Q -! W = o v ' cv © I 1 o C° �, N N PIPE JOINT DEFLECTIONS IN WATER , w- -3-- -- = o e ~ ~ o = N _ co ' _ ! _ cn ,ri -- - I� � ,�-_ �� LINE, DEFLECT PIPE JOINTS NO C c w _ z �3 Q c� <t z o �w N _ N � m x N MORE THAN HALF OF l� Z XX I� � � N N � N - x �I- O Ix x x x x - _ N FINISHED GRADE w I w w 'b ww �, w w w w w w � W MANUFACTURERS RECOMMENDED C z N f --- I 6 i N w CONSTRUCTION C/L MAXIMUM. i _-_ ___ _ _ _ _ - - __ i - - - - __ - - - - -- - - - - - -- - - - - - - - - -- -- 3 W 3. ALL DUCTILE IRON PIPE AND 77' W FITTINGS SHALL BE WRAPPED WITH ! ! N BLACK, TUBE-FORM POLYETHYLENE 6" PVC FM I I I I v PER ANSI AWWA C105. . I p� p p / SEE SHEET 420-__LF -12" W _ O U06 ( I p _ O WATER ELEVATIONS APPROXIMATE 21 LF - I 15" SD I 12" MIN I -� EXCEPT WHERE NOTED. LO I IE 23.46 ! CLR, TYP 4'-0" MIN COVER AT, '`n LEGEND: i 6 PVC FM _ I C/L OF PIPE, TYP S-�Y.�� F-1 SEE GENERAL -t 20 Q I j JOINT TRENCH SEE 96" NOTE 2, TYP 1 36 LF I I I I (n U49-U52A FOR PLAN METRO I IE 25.45 I I j AND SECTIONS SS -a- " PVC SS { 200 LF -12 PVC SS C W - Lf 12 _ __ _ _. _ ZWA off S=0.0040 FT FT j S=0.0050 FT/FT I IE 14.76 = 12" W; / IE 13.66 - 12" W �► IE 12.98 - 12�� S IE 13.76 1-2� E IE 14.86 - 12 E � ,� � c„ ,F E 13.08 - 12 E .� IE 15.09 - 8 SW ��, �, 003552a o w� IE 27.25 6 W IE 13.99.-�- 8 S __�_. _ i _ _ _ - 10 °��sSG1 S-fIIE � N O NI Of I � N� loNAL lfLnio c0 �jdC-D � N O � 0 � C oo -t Ln Ln Ln � � Ln � cDLc) N CD Ln � O 0-) 0-) ��� MI 0-) 0-) � � o � U)' 6) 0-) O- O� O- EXPIRES 0 6E/0 6/07 N � � O C'A O� Q �� �C NPO N N N1 N N N, NN N N N N N 50+00 50+50 51 +00 51 0 52+00 52+50 53+00 53+50 54+00 54+50 55 RECORD DRAWING HCS 3.12.1 M V csR VERTICAL NAVD ,988 SCALE: CITY OF RENTON / / ■ BHC Consultants, LLC V. i„=50' HORIZONTAL NAD 1983/1991 _ CITY OF SOUTH LAKE WASHINGTON FIELDS OK. 17 Os 720 Third Avenue, Suite 1200 DESIGNED:LCA �- 'WH a Seattle, Washington 98104-1820 DRAWN: PLS ='� RENTON ROADWAY IMPROVEMENTS PAGE. 0 Tel: 206 505-3400 ONE INCH DATUM DRAWING NO: 12100 NE 195th St,Ste 300 ( ) Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U 15 LCA 425 951 4800 Fax 425-951 4808 IF NOT ONE INCH www.whpacific.com Formerlya Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY LCAN. 10TH ST. LOGAN AVE. N TO STA. 54+50 SHEEP: 101 OF: i LA Ck 205 i