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HomeMy WebLinkAboutWTR2701428.18­rHAT I A,� THE 10;v TH =L_.0 WAs 1;F_F_Vir-,WlEV HF- OF- tYI'T'/&OTHOW, I ZEVAGTEz-AI-10 -rHA7' IT 1� -, TO Tk:' Kf_j0wL.E0r;#F, W17N 7-1-1E, 0i45 V MAJOV, AW2 Ake, 1�rvy 'T M H 10 6 P R A I N L I N I- Q S L-CP F- ENTF-R WH 1C) 12:'A'E30VF ----M E1_ F- R' VA U LT -!! A T 12::F,4' r- n;r 7-A 11 z2v 4-_-I��_ -SY 5A A 1 + LT _Ij rj I \1 i 9.5 " X CP " IZ15V U Clr-; K 6TA 10 + 70-15 rz, Xlsl DAMI",&I D PURIMG \\/ATrfZ- :,f ING 12' \A& EXIS TINM F, 6 L T E: VA'j L _T LE r_N$TF-UC_T1e:1\�, TYF \7 L NC) VA LV E R_ E. M -VE �ND F; Z F 1, - 0C AT E T�4 Ib N4EA- I �� _ I MBL-Y 40 L I 6TA _j A P CHEC-K V,�LVC F i`�C>T E� CT 10 W POD �4-�7�A lq-t,37. w L-IWF_AS Q TF-D SHEFTT'��­(,. �5r_6;fN WAT 15 le L. I N sz Y.F AND' IQ I_ L_ 5L_f�f_v� T '7- C', EX IS, \L I 0`\A/F__ 00 NoTE P m NO'r To _IkAcC, 15E_ !_1­r,0r1k1I`jT LIT 21? 1 9 6ii %//V_V5 LIT :��Al 9 E�451_INIG H05ri-TAL - N H T 0 r- AT E EXIS FIFA � HYD�,:_ANT T'O STA 4 M_ I DC, E CO r-OLUMN F, OWC)FF AWL�; T I PI VVAT F I__ I I`,J E­ �'-rA 1 q -i- :E57. 0 L-T. 40' Ai4) VALNE f5`X I ::� " A L L- -T 17 E B E. N P,!5 i AN r.�) rL U G 5 E E TA F L E P \A/(_._z', 145�1 6;.1 E- Mov L EXIST. L I NJ E Cy- - rL1_ \j A_ro 11ACL_V9 I T%L_x M AQD VAL-Vt- F,:�YX Vet VA, L-1 z'-roL�w(5;I ­�61VIF'K d,x 1,:t)( 10" -r� M J x F L !!KA Iq + rp I PI-U A W D, A FA N D E X I S"r io " VVAT E: R L I W 155. 4-. ST A, 12'' �S- TA I F-� 1fl H 2, Hospi-FAIL X F'A ICI 10 KA 04 F I e HYr<, * A H r A- 4,+- t- I I _y, H Y r)-P?A f--4 7 .-T 2 8,1 VA L-V FI:' LT _t 9 . 7 -L-7- 4 1,,21 -- _ 1 t Ai -rA .Z ?> + 1 & - V\/ V1 f 1 0 Gv771-% 7+-20,40 i 1:51 /NIT5 PE 7 _1'C L-i i vi M 2 N DE D 0 Ni t11J t,__ A 1 L_ &D SKILLING, HELLS, CHRISTIANSEN, ROBERTSoi,4, INC.:, Structural and Civil Engineers AL MET ER FI NL EY f� rz 1215 Fourth Avenue, Suite 2200 �7777777- r5,,Tj7l�. Z_ 4171 ARCHITECTS -sr, Cry Seattle, Washington 98161 (206) 292- 1209 7717, 10. REVISION DATE CONSULTANT 701 WELCH ROAO - RALO ALTO. CALFORNA IF REL-C)C-AXE EXIST. HYPR-ANT rm� ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY -DEPARTMENT AND APWA STANDARDS AND SPECIFICATIONS, 19/7 EDITION. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CON— FORMING TO ASA SPECIFICATION A21-51, CLASS 52. PIPE JOINTS TO BE PUSH ON OR MECHANICAL JOINT. BEDDING TO BE CLASS D. e,9 �_,4 4. ALL FITTINGS TO BE CAST IRON, CLASS250, CONFORMING TO ASA H /\I 4 2A, L, SPECIFICATION A21.10. #7 �`l -7 j 5. ALL WATER MAIN TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. DEPTH OF WATER MAIN MAY BE GOVERNED BY 12—INCH VALVE CHAMBER. WHERE UTILITY CONFLICTS OCCUR WATER MAINS ARE r TO BE LOWERED TO CLEAR. 6. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. ALL MAINS TO BE STERILIZED PRIOR TO PLACING LINES INTO SERVICE. 7. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL— ING ALL CONSTRUCTION. f 8. CONTRACTOR SHALL SEQUENCE CONNECTIONS AND TESTING OF WATER MAINS SO AS TO ABSOLUTELY MINIMIZE INTERRUPTED WATER SERVICE TO.. HOSP I TAL. C1-1-ry 62F IZ, 1�- A � ',,j jZC>A 1!�71 1 p 7y 0;,:r- lqr7ci L_t_::<�5 11__� t;? i�4 15--, w �x1��If46 WATT L� 111-4 t-:� W_ t F_ I FL_ UC,- L I -A L,, E X I 5-T F i F E 7"-,; E At_ -AN D� N r-_ D &11 , 1-FI::,F_. (MJx4 L) t HYvrzZ/N,�fT- �zll- 41-E!2 WA-17S< 1`v!AIf,4 Dom' 12� VV j.may w APPROVED BY RECOMIVIENDfk.v PROJECT `5- RE5r(��J<E_ E415T ACP M d, 0®""m %, S TRV A� %N IV "Row SCALE: 0 8 - � - `�l ATE DATE: K I - I Nil EXI L W 516 5 DRAWN BY: SHEET TITLE PROJECT NO.-