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HomeMy WebLinkAboutWWP2703616.57n WARNING. THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH cQ G a 380 O 1 �- � 375 to }(nn W _ 370 W luj Z lui cn _ 365 1V- Q .o-C O EXISTING EDGE - OF PAVEMENT A PORTION OF SEC 13,14 & 249 TWP 23 N. RGE 5 E, WM, KING CO, WA MAYVVOOD MIDDLE SCHOOL PARKING LOT IMPROVEMENTS ARE SHOWN ON THE MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION -0�BQ Uri L Li G9 EXISTING W.V. (3) �- NAME -DATE _ THF,SE AS-BLnLT_mARK UP'S REPRESENT A FIELD .per 78 go SURVEY PERFORMED ON 09/26/12 OF THE GRAVITI' SEWER MANHOLE RIM'S AND INVERTS, AND THE EXISTING VERTICAL CURB FORCE MAIN CLEAN OUT RIMS. THE BURY. DEPTH OF THE 2" FORCE MAIN WAS NOT VERIFIED. APPROXIMATE LENGTH INSTALL CASING ON FORCE MAIN. CENTERED ON -----�- - WATER MAIN. EXTEND 10' EITHER SIDE OF WATER MAIN. SEWER FORCE MAIN MUST BE LOCATED 1.5' LOWER THAN WATER MAINS- SEE DETAIL ON SHEET SS-07. ►_ oil , /� . EXISTING POWER PROPOSED E-ONE PUMP SYSTEM (DESIGNED BY OTHERS) tC) 0) u�! O) co l m to all I p) co � C7! i � ; i-I 6 T� 6 I- 6 n �;f O O tom, I, n �' � N I � Ini i.; �i�z i 1 { APPR XiMATE LEN TH IN STA CASING ON FORCE -----__. _. - MAIN. CENTERED ON 00--_ -MAtN-_-EXTEND o v SIDE rOF WATER WATER EITHER N. SEWER cfl `r-______._ i 00 _.____-_-_- n N } EXISTINGVAULT AND — a M FORCE MAIN MUS BE M � ( DISCHAR E PIPE TO E 05 ''� o LOCATED 1.5' LO "' ER THAN ,';� Q M ( ABANDO WITH KING ED IN ACCORDANCE COUNTY UBLIC I �x j WATER MAINS. S Q SHEET SS-07. 1— x DETAIL ON X cn f i ` HEALTH ;& r'nl DEPARTME NDARD--S T OF ___-.-- `-- - -- - - -- j �3.©' MINIMUM i EXISTING GROUND 0 � f �COVER (TYP.� PIPE � ----=--- --- - --_ - PIPE 1-5019TIN16 ( _. iIle �j P�iP Co �IZACTD�P I... - ---- - ... ,. 2"W HOPE S.S.F. , ff f IE 369.75, -2 �, -- - - _A ANB '' - A I i I ;- ® S=0.50 E NE (DESIGNED UMP SYSTEM BY OTHERS) RIM TO j _. • Z" o _ _ _ ; Z�. i I f MATCH PROPOSED PARKING LOT M.S. ,�-� ► _ i I i I ( GRADES IMPROVE SEE MAYWOOD F ENT BY OT ERS .s EX_ �� r A 1 I�� _� - I.E. IN 36�.67 _ I.E. IN 364:68; 8'' W 1417 I •� { I.E. OUT± - 69-46; t "o 9.a. I. - o 331 +40 331 +80 CONSULTFNG ENGINEERS LLG 181 s 3331d Strom t I Wft0.SUft*210 RKIQf l Way. WA 98003 - AIL fti0' AiB-b'173 www.esmcivil.com 'GU � �'-QD00 F a on-2" Cml Enginewing Lwd Sumyrq Land Pfur"nq Public Works I. Project MMWKW& I LwWacaps Archlt eture It. 332+20 332+60 0 Fsr Suer ff& 1 MYLAR SUBIld"AI 2 REVAM #1 333+00 333+40 333+80 334+20 SME: 1 =2W awWN M FULL SC11tE F I Ot= NiCfi Greg uvmxnne"v Nm t"a HDMMITAL: RAD 1OW/1e91 DATUM mw 334+60 335+00 CITY OF "4'"K REN TON Planning/Building/Public Works Dept. mv SCALE: 1A=20' HORiz. 1 =5 VERT. CONTOUR INTERVAL = 2' GEM Rom 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT-01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. .,-CONTRACTOR SHALL STUB THE PROPOSED SEWER SYSTEM TO THE SOUTHEND OF THE EXISTING VAULT. CONNECTION . TO EXISTING SCHOOL SEWER SERVICE MAIN SHALL BE POSTPONED UNTIL LIBERTY HIGH SCHOOL PUBLIC LIFT STATION IS ON LINE. AT THAT TIME THE EXISTING VAULT WILL BE ABANDONED PER KING COUNTY PUBLIC HEALTH & DEPARTMENT OF ECOLOGY STANDARDS. 380 375 a o BRIARWOOD ELEMENTARY SCHOOL to SE 136TH ST W { HIGH SCHOOL } 2 3 4 SE 144 ST KEY MAP NOT TO SCALE MAYWOOD MIDDLE SCHOOL 370 S=361669 CONTRACTOR SHALL STUB THE.PROPOSED SEWER SYSTEM 365 TO THE SOUTH END OF THE. EXISTING VAULT. CONNECTION TO EXISTING SCHOOL SEWER SERVICE MAIN SHALL BE POSTPONED UNTIL LIBERTY HIGH SCHOOL PUBLIC LIFT STATION IS ON LINE. AT THAT TIME THE EXISTING VAULT WILL BE ABANDONED PER KING COUNTY PUBLIC HEALTH & DEPARTMENT OF ECOLOGY STANDARDS. - 360 CHECKED FOR COMPLIANCE TO CITY STANDARDS 335+40 »,� ISD SEWER EXTENSION - P3 07/05/201: (MAYWOOD MIDDLE SCHOOL) FO- PA +G DFIAWIPM PAk PLAN AND PROFILE SS-06 n'rr t nea.A An nn TA A 1r' A nsan -Pn is m m ^, m m zi - .i Can 0 m z m m cn O n D n D m0mu m oO o� ei m � ci W D i ai 3 Z ;I z m 1. mD m E� ro m m m O D m D ` 0 c m y cn cn 09 zto x � n ^ x0 � Cl dcn � W t l tTl C O� Or D n D v 27 � T00 D C m a D � rm