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Home My WebLink AboutW-308209SEE SHEET C17 �o / J CONC ddd HSE # 532 DRIVE M 1ST FLOOR EL. -109.9 j\ W/ BASEMENT N / HSE # 524 V HSE # 440 � i 1ST FLOOR EL. =107.1 HSE # 520 1ST FLOOR EL. =94.0 W �v ' W/ BASEMENT 1ST FLOOR EL. 105.4 c � � / ASEMENT � / W/ BASEMENT / B 'S Ci 21� STA. 28+ 16 4, 29.2' R 1 8 " 45 ° BED Jx J yam, ^� 0 2 0 40 /�`1 W P�� / Y MB STA. 31 +46.3, 22.8 RT cb IL41 (1) 8" GV (MJxMJ) M13 Q. C014 —W "— 20' — O 44/ 3 U) EX. 6 "W TO BE ABANDONED 5 co 2 _ w coNc. RoApWP`( z I_ w CURB CUT TYP) Q Z EDGE LLJ Iii D . L is / 0 C/) 41 W + \ LO 338 LF 8" CL -52 Dl POLY RAP � 6 / EDGE OF CONC. ROADWAY �� 27 +00 U 6 O a- C) W _ TA. 28+08.5, 26.8' 26.8' R T 28 +00 (1) 8" To 6" REDUCER (MJ) C6 D2 '+' W � 1 6 SPOOL T STA. 28+71.4, 26.8' R T 29 +00 (1) 6 SLEEVE w CY) o (1) 8 " x6 TEE (MLXFL) CONNECT TO EX 611W (1) 6 GV (FLxMJ) , Q W SW SUNSET BLVD. STA. 28 +13.9, 26.8 R W W (1) FIRE HYDRANT ASSEMBLY (1) 8" 45 -BEND (MJxMJ) (� w STA. 28 +42.1, 30.2' R � o z (1) 8 ,� TEE FLxFL) INTX. STA. 28 +53.29 SW SUNSET BL VD. = Q (3) 8 GV (FLxMJ) STA. 1+00.00 STEVENS AVE. SW GROUP W () 8' 11!14 BEN ( ) - -� 1 ° D J N 177395 00 I. •. •. CONC.: �'WA� K , . .. • .. :.... ' . E 1296482.08 z .4 A 44 A �'4 'A z CONC Q T, L, l� J J / 0 E- Q z J � <t W � � NO TES O O SW WA TER NO TES. N 1 3' COVER MIN /MUM. (TYPICAL) 2 INSTALL SHACKLE RODS PER CITY OF REN TON STANDARD DETAILS 3 REMOVE AND SALVAGE EXISTING FIRE HYDRANT. 5 3/4" WA TER SER VICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW LO METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRI VA TE SERVICE LINE. 6 CL OSE VA VE AND REMO VE EX. VAL VE BOX. (TYPICAL FOR ABANDONED VA VES) 90 90 80 80 70 70 AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BOIL T RECORD BASED ON INFORMA TION J1+00 30 +00 29 +00 28 +00 27 +00 PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. O� p VOWS yc SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR ��, �0 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 ve " =20' HORIZONTAL: NAD 1983/1991 ;� CITY 0 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 ONE C.1 �1 L L REFERENCE ONLY. CONTRACTOR �� 20� 3 AS -BUILT INFORMATION ADDED AW 11 20 12 DESIG "EAw, JH PLAN AND PROFILE: SW SUNSET BLVD. FIELDBOOK: N �` z / / DRAWN: !1 RENTON PAGE: SHALL FIELD LOCATE ALL EXISTING Aw, JH ONE INCH STA 31+50 TO STA 27 +51 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS 10D 44863 <v� CHECKED: DRAWING NO: �� AG, DC, AW, J H AT FULL SCALE 9 / g / p C 6 Q PRIOR TO CONSTRUCTION. ASS ��STER �G IF NOT ONE INCH Planning/Building/Public Bu�id�n Public works Dept. w ONAL N REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY RECORD DRAWING/ASmBUILT SHEET: OF: AG, DC, LH 9 32 4- - 3082 . . . . 130 130 ................... ........ ............................... ........ ............................... ........ ............................... ........ ............................... ................... o 120 W 120 � 10 N W 110 100 � � 100 ................... ........ ............................... ........ ............................... ........ ............................... ........ ............................... ................... 2 ?� 2 EXISTING � GRADE ©ROAD 338 LF 8 CL —52 Dl W/ AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF REN TON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOOD /NVILLE WAYNE BOTHELL, WASHINGTON 98091 (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 POL YWRAP ................... ........ ............................... ........ ............................... ........ ............................... ........ ............................... ................... w � . . . . ................... ........ ............................... ........ ............................... ........ ............................... goo...... ............................... o . . . ................... . NW . . . Z . . . . . Q o . . . .