Loading...
HomeMy WebLinkAboutW-308216N "o y 00 ' 0 10000000, y � � c �i, Z � - rl, 0 522 o l N N o , ' L � W 0 20 40 „ Cn : : b 1 =20 IN TX. STA. 14 +21.45 THOMAS AVE. SW= I CL S LA GSTO RD 6 W N N .� Z GR p,VE 178827 09 I N � Q W E 1295658.71 °° N s z V) I Q I 0 TES I ASPHALT � � ASPHALT L0 "Y* �O WA TER NO TES. SEWER NO TES. Lil DRIVE + ++ DRIVE N 0 5 C/) r W Q o 0 0 ± + 5 1 3' CO VER MINIMUM. (TYPICAL) 2 REMOVE EXISTING SANITARY Q �� N O z F— — — — — I — — — _ — — V_ SEWER A HOLE AND REPLACE - - - - M N Z El L WITH NEW SANITARY SEWER w W O CV I° 2 REMOVE AND SALVAGE EXISTING MANHOLE. O ,� ° 0 0 4.5 LINK 0 0� FIRE HYDRANT. a- w I,_, U ' SSMH D -4 2 SSMH D— 5 2 5O 6" P VC SIDE SEWER S TUB G 48 „� G GRAVEL G G 2' IP GAS I 48,1 5 3/4” WA TER SERVICE (TYPICAL). O C) c c 21 LF 8" P VC ©-9.� G G G REPLACEMEN T PER STANDARD W 1 A 9.4% I DETAIL 320.1. (TYPICAL FOR + W o 11+00 12 +0 13 +00 I 14 +00 14 +51 ALL SERVICES) CONNECT NEW METER SETTER AND NEW Q COPPER TAIL PIECE TO _ r = THOMAS AVE. SW CD 0 6 > CUS TOMER PRI VA TE SER VICE o LINE. 0 380 LF 8 CL-52 Dl POL Y R P o w Q W » W W W w W W W EX. 6 W EX 8" 6 CLOSE VALVE AND REMOVE EX. W VALVE BOX. TYPICAL FOR w (n ABANDONED VA VES) cn CONC. WALK z W � 4' WOOD co °+° + 2 Q z 6 ' z Iv) STA. 10+ 63.9, 9.6 R T � `dM I ao a —� (1) 8 "X6" TEE (FLxFL) GOOM w (1) 8" FLxMJ ADAPTER N ~ _ (1) 8" GV (FLxMJ) S TA. 13+ 74.8, 11.1 'R T 0 (1) 6 " G V (FLxMJ) 1 8"X6" TEE JxFL (M ) N 1 FIRE HYD AS I ��' N () ASSEMBLY 1 6 G F x -L CID z Q oo � (1) FIRE HYDRANT ASSEMBLY A � y O �� N 6 STA. 14 +32.9, 11.3RT (2) 8 TEE (MJxFL) (� �-A 2 (2) 8 :; G V (FL x0d) z ° I (2) 8„ G V (MJxMJ) Z (1) 8 VER T. CROSS MJxMJ _J ( ) D G7 : (2) 8» TRANSITION COUPLING I o Q (2) 8 SLEEVE W CONNEC T TO EX. 8 W O 0 N CN CN CO CD 00 00 low 0I 11 1000 Uj Lo CL-52'0 9 ITT L' GROUP co Z mom LQ LLJ milli A S-BUIL T DRA WINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMATION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY 770 770 THE ENGINEER. 11+00 12+00 1j+00 14+00 O� p vWAS�C SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR P�� %o� 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL NAD 1983/1991 C ITY 0 E 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0 /O2 /O9 ONE CA L L. REFERENCE 0 N LY. C 0 NTRACTO R — DESIGNE AW, J H FIELDBOOK: _ 0 3 AS BUILT INFORMATION ADDED Aw 11/20/12 � PLAN AND PROFILE. THOMAS AVE. SW PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: RENTON 1-800-424-5555UTILITIES Aw, JH STA 10 +50 TO STA 14 +32.9 6i A MINIMUM OF 48 HOURS 44863 ONE INCH DRAWING N0: O,� �F �O \� CHECKED: DC, AW, JH AT FULL SCALE Planning /Building /Public Works Dept. C 1 PRIOR TO CONSTRUCTION . �'s ST ER G IF NOT ONE INCH Z S�ONAL �� APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR RECORD DRAWING/AS—BUILT SHEET: OF: AG, DC, LH 16 32 W_ — 3082 . m � :THOMAS :AVE. SW : : : .m � � � • 250 J � d- � cV ................... ........ ............................... ........ ............................... ........ ............................... ..... �.. � o.�N.� N........... 250 t� 240 ........ ............................... N.......................... ..... ;.� � .:......... 240 230 � . . . . . . : . . . . . . . . . : . . . . . . . . . . . . .EXISTING: GRADE 23O = � � ©� ROAD . : . a ................... ........ ............................... 220 w 270 _—_— CAB) ...............� .-----... ............................... ...........2�5....... � ......... .�- .....Q..................... 270 o � 200 � ►� `�' o� o X80 ........ ............................... ........ ............................... ........ ............................... ............................. o Q) 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 Planning Biological Sciences 16030 JUANITA- WOOD /NV/LLE WAY NE 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