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HomeMy WebLinkAboutWTR2703149_22 I MATCHLINE STA. 59+00 (SEE SHEET U 16 � ]NOMMo-Z o �, SCALE M 1 g rn Cn o NJb O �� 20 0 10 20 40 rn a o 4, a rn I I r cn mz o oW o � 11 �oc� �ow Nrnrnvrn�' Nm c,c � FZA I I I �vD� w - cn rn gym= •, . a N, rnrn cN m- �/I N� c�- ( FEET ZEM �cnri z - m z-+ rncµcoa � _Iv 00 n " 1 Tl U i i I NNG < L,vICa Om � _ � '` • V', ,I z s31� m� � c7 t C') CH`0 N �C 1 p D_N'D A rn LNilooQ p NNti cn� y 00M coo � � \ ( C�v MOD W c�D�C+ u w s `°ZN p6A Z(A i ; ---� r o' Z z I \ m -� N 10TH N / _ \� � N ECONSTRUCTION NOTES r x a 8 a X X s I N N„ 4 2 STA 59+89.79, 16.0 LT m't E LF; ��� Q (� ❑ JOINT TRENCH ° �-!I 0 � 48" -= �' I-- -� T 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN. o SEE DWGS C0v c� I _ 20' BLDG SETBACK SSMH #10-6, �, U44 U48 „ I G N y T 3 iI / i ! 2» W rd O 3 �, CE 3 I �, 3 i Z � w 2. WATER CROSSES UNDER JOINT TRENCH W/ MINIMUM - - -- - -- --- -� - - COPPE = 12" CLEARANCE, SEE DETAIL 2 DWG U27. - +_ �. _ 7- RAW cn I �'D / 3 N , y . . W W BOLLARDS (I 5 REMOVE AND DISPOSE OF BOLLAR (INCLUDING _ W FOOTINGS), FIRE HYDRANTS, AND PIV S. CUT AND (n w'- �._-. ___-__-- - -� T_ _ ' . . '_ �_ °�` - _ - - ._ .___ __ cn CAP CAST IRON (CI) PIPE RISERS FROM 10" CI FIRE T- - - -- r--- ❑ ON _ TT SD u PROTECTION MAIN WITH MJ CAPS, APPROX. 3' BELOW W _ W a 1 - -- -� - - = - 0 0 - 0 - CI ABANDONED FIRE PROTECTION LINE. DRAIN LINES _ Y , _ ^ _ _ � _____ + O GROUND SURFACE CUT, DRAIN AND MJ CAP 10' RLerl Q - -- - ____ _ P�l _� �B __ --- ---- - -- _r --- �. BEFORE CAPPING DECHLORINATING AND PROPERLY C TYPE 1 __ _-._. ,r _ 28.40 CB, TYPE 1 O DISPOSING OF WATER. I 12" ADS 24.40 I i GE 28.16 4% CB, TYPE 1 TYPE 1 3 N 12" ADS Pell 24.34 1 1 2 SD CONSTRUCTION C L "E 27.93 3 " S D I 12" ADS N 2. 5 / 12" ADS S 23.87 3 27.59 ' � x 1 „�. 2' 23.32 o N 4. STA 38+95, 36.56' RT 12" ADS N 23.84 30" SD 12" 23.24 + ._ 30" SD • - -- -- - - < FIRE HYDRANT ASSEMBLY _ - - __ -- _ ----- -->� ° 36+00 37+00 00 SEE RENTON STD PLAN B - 39 • � - �- #,__T - - N00 56'42"E 313.91' - Q w 5. STA 38+84.92, 66.00' LT , �.5 PARK AVE N >> -- (/� - = _ �� STA. 38+34.77= _ , -__ _ G _ __ ___ G = SEE RENTON STANDARD PLAN BR 107.2 ,i �� - ___________ o ________ G � N 10TH ST W vim, q WV v� 9' FROM FACE �' TYPE 1 1 �� STA. 60+ 1 1 .87 O Z PARK AML N._ As ; ALr 2 OF CURB - 27.06 Q J 12" W N 12„ W o n N 12" W N » ADS s 23.20 N 12„ W U C C WALK - - _ - -- - - STOP - . ; Ja_ Z 7' CHAIN LINK FENCE 4 -- --- - -- �p0 f n ' t3SP TRA F' ____�____.�------------ SED R {m I - _ -. pAT - - - - - -• ,.. -_ ° °-W __ ` - _- STA 3 6+ 17.9 41 .0' RT . _ . � _ �. � _ . ,� EXTB.1,uR��� -FIRE HYDRANT ASSEMBLY �,� N � � ��;• GENERAL NOTES. -N �R� 1 TCE co a N SEE RENTON STD PLAN B 102 z" m \ r - 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS 0 o`Oczi � �� .mc� �oo� o a ! aoo N 1OTH N STA 35+75, 29' RT -TBACK LINE - STA 60+41 .00 20.0' LT j G / SD00-SD25. STA 35+78 53.5' RT \ 1 -12" TEE MJ x FL 1 -12 CROSS, FL x FL ~ r 4-GATE VALVE, , �G 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT I � 1 -12" MJ CAP WITH TEMP BLOW-OFF FL x MJ h ' ' rr TA 34+30.00 29.0 RT 1 -12 GATE VALVE, FL x MJ 1 -THRUST BLOCK - r - - - - -- DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS }1-GATE VALVE, MJ x MJ � � �\°NGJ��� 1 -THRUST BLOCK ,�,�,�o ! � NO MORE THAN HALF OF MANUFACTURERS z I (SEE SHEET U 17 RECOMMENDED MAXIMUM. i I rz 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE x o 40 ------- - ---- ------ -_ _T -- z ° - 40 WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE m I PARK AVE N STA. 8+34.77= Q PER ANSI/AWWA C105. y O I i N 10THI ST STA. 60+ 1 1 .87 cn r• rn �- ° , � ( a. to ELEV=28.44 x � O U) Q I I z I I I 00 � WATER ELEVATIONS APPROXIMATE EXCEPT WHERE •� tn_sa cn _ ' a EXISTING 'GROUND ( o `�' o cn z o a( cv N _._. __._ ---} N w © CONSTRUCTION Cj' �- = o 0 ! N 4Uj X I CV � � w ZW N I � O ; Nr�j W z � r tW W i .- W Ii = Nw > Off' w `- N w 7� N ( EXISTING GROUND - lw Q, - w N x � N a I I @ TOP OF ISLAND _j N N - i W W _ LEGEND: d W - _ ---- S U49-U52A ---- - - -- ----- -- i --- -- - - �-- ---- ------ _r===- - -_- ------ ----- ------ - --- --- -- - - - - - FOR PLAN AND SEE C i 30- { ---- ---I-- -- - --_ _- --_}_ - - _-- - --- - _-_ - w w_ I I � to ° i t 0 - W (C L__ }_ W0 o w � i v i i L » I j 4'-0" MIN COVER AT O RECORD DRAWINGS 12 MIN I � O LC� --v C LR, �7�- P TYP PREPARED BY WHPACIFIC, �� Q FEBRUARY 2010 BASED ___ N ON CONTRACTOR RECORDS. .�. SEE GENERAL + NOTE 2, TYP M . H cn � ' I ► w E W 10 Z C . Z I ! E i I J 4 of `A f I I I I � '�y I � SQ 0035524 4 I I I - ` t� �C S T E���`t'4� 00 _:0 � 00 ��� AIM �;(� �e� Ln d7 (D I� CU SIGNAL i 00 00 .1(c) r7 i i r- 10 00 I� i cD o Ln Ln °o °o °� .� �? dj 0.Qj 01 i Qj ��pj ��Cn 6)j Cn O� Dj �!� �'00 6? � 00 0000 CIO 00 00 N N N N f N; N' N N N c6 N N'DO N N' N N EXPIRES 06/06/07 N iN EN IN N �N N N �N N N N N NN N �N ,N N 3 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39 SURVEYED: SALE: CITY O F R E NTON �� / / d • • 1 R RAWI N H .1 .1 M V C$R HOR ZONTAL: MAD 191988 1 .► 4 17 O6 BHC Consultants, LLC DESIGNED: H: 1„=20 �� ,.} CITY OF SOUTH LAKE WASHINGTON FlELDBOOK: WH w ■ 720 Third Avenue, Suite 1200 DN V: 1 =5 Seattle, Washington 98104-1820 DRAWN: PLs RENTON ROADWAY IMPROVEMENTS PAGE. 12100 NE 195th St,Ste 300 ■ Tel: (206) 505-3400 ONE INCH DATUM DRAWING No. Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U22 LCA IF NOT ONE INCH 425-951�800 Fax 425-951-4808 �.whpacifio.� Formedya Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVED: SCALE SCALE ACCORDINGLY PARK AVE. N. STA. 34+25 TO STA. 39+00 SHIM, °E:1 os 205 U& ' 0-- 3 ) 41 X-3 r I I- _ T