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N r - 00 NO TES \ \ O / \ \ A TER NO TES: SE WER N 0 TES: oo R 1 3 COVER MINIMUM. (TYPICAL) Q)INSTALL NEW 48-0 SANITARY \ P \ SEWER MANHOLE. 2 REMOVE AND SALVAGE EXISTING . FIRE H YDRAN T. QREVOVE EXISTING SANITARY 0 o SEWER MANHOLE AND REPLACE ° 3 INSTALL SHACKLE RODS TO WITH NEW SANITARY SEWER BEND PER Cl TY OF REN TON MANHOLE. o STANDARD DETAILS \ ��'��� \ 5 6 P ° N 0 20 40 O VC SIDE SEWER STUB ,,� , v o 5 3/4" WA TER SER VICE (TYPICAL). �. REPLACEMENT PER STANDARD f)� - \ \ " ' o \ DETAIL 320.1. (TYPICAL FOR OPLUG EXISTING SANITARY ° ALL SERVICES CONNECT NEW SEWER �� 0 \ N �o w � $ METER SETTER AND NEW '.o °�o� \ , Q .5 COPPER TAIL PIECE TO 8 ABANDON EXISTING SANITARY TARY �� \ 2 \ O N �, �� z ~ ° --- __ A k 5 CUSTOMER PRI VA TE SERVICE SEWER MANHOLE + �� �� �� 5 g2 �' LINE. \ . o .,o`` � Ld � r \ N 1 9 A �. ca r� 6 CLOSE VALVE AND REMOVE EX. ao ��, P� � 12 J Q `�! ALE BOX. TYPICAL FOR \ �' CP W � °° V V ( i�rn � CN R= 500.00 Q ABANDONED VALVES) v „ ° " .� � 0 �v�''�� i " rn v d =23 27 28 �A 51 O N L-204. 71 OC W Q � '0 4:ZW �. \ W ��' EX. 4)'W TO BE 10.1 3 ABANDONED �- 00 `� LQ 5 g %r 5 W W 2 \ + 0 _Po 6 + Lo T ui Cn x W QE w VC 3.3� X 21LF 8" CL -52 DI Z 7 -I' sX �� Y 52 w w w w W 7+ 00 LF S P -i' �O �',qo �� O 6+ 00 X X �C_ X X X X X X X X W/ POL YWRAP J STA. ,9 +19.8, 9.2 RT cX Ir j X 42 -1-5- L 8 P VC ® 4-.& S W 4T H P (1) 8 11%4 BEND (MJxMJ) W 8 372 LF 8" CL -52 Dl IN POLY RAP N R=80. 00' 2" 1 GA _ _ _ _ SMH A -5 4= 65 °12'54' _ — L=91.06' 2 SSMH A -6 --- - -- — -- 1 —' — — 54 "0 2 N �� STA. 9+40.6, 8.3 RT W, z 48"0 STA. 5+50.0, 5.2' RT 1 12'x8" TAPPING TEE S TA. 5+10.7, 4.0 L T ° C2 D 1 () ,� O (1) 8'x6" TEE (FLxFL) (1) 8 22%2 BEND (MJxMJ) (1) 8 GV (FLxMJ) (1) 8" FLxMJ ADAPTER (1) 8" 90- BEND (MJxMJ) 0 (1) 8" GV (FLxMJ) " CONNECT TO EX. 12 Dl z (1) 6" GV (FLxMJ) _J (1) FIRE HYDRANT ASSEMBLY Q W O O N Cc Lo c' L) Q) 190 Clq 00 00 00 00 — - -------- GROUP A S—BUIL T DRAWINGS HAVE BEEN PREPARED FOR A S– BOIL T RECORD BASED ON I NFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. 6 +00 7 +00 8 +00 9+00 O� p VWA YC'9 SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR ��, y %�o�, 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL- NAD 1983/1991 CITY O F 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09 ONE CALL REFERENCE 0 N LY. CONTRACTOR C� - DESIGNED: AW' J H FIELDBOOK: 0 3 AS BUILT INFORMATION ADDED Aw 11/20/12 PLAN AND PROFILE. SW 4TH PL PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: _ R E \ T 0 \ 1-800-424-5555UTILITIES _P_ � Aw, J STA 5 +00 TO STA 9 +50 DRAWING N0: A MINIMUM OF 48 HOURS 44863 ONE INCH w c� �O \� CHECKED: DC, AWE JH AT FULL SCALE Planning /Building /Public Works Dept. C2 PRIOR TO CONSTRUCTION. FS ONALR G N REVISION APPROVED: ' IF NOT ONE INCH S� �� BY DATE AP PR R SCALE ACCORDINGLY SHEET: OF: — AG, DC, LH RECORD DRAWING/ASmBUILT w 3092 L� 5 3 2 200 m ^� o 200 w�� '�Nz SW 4TH PL. � •�� �NJ � �w m��oz��� . m Qr. C° NNW w .......................... ........ ............................... .....................Q. o �..... ...........�.�.Q. ��. �........... .................. X90 780 z 780 . --�- _____ ©� ROAD � 70 3 : LF 8 CL –52 Dl POL Y R � ---- -- � . l 6 0 323 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use P/annmg Biological Sciences 16030 JUAN /TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 ........ ............................... LF 8 ........... ...............(AB)...�.9�'.... PVC ®�� . . 88 � L F� 8' PVC � X60 282 : CAB) . � 29' ........ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w � 750 740 . . . o . . Q 720 � � °� 720 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use P/annmg Biological Sciences 16030 JUAN /TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193