Loading...
HomeMy WebLinkAboutS-3082120000 I I 0 co r 1, 0440 cV I 71, Jr'f�J � I L.� I pa P5EMEN o I oCI �NERRY PORCH Y" SSMH RIM- 175.25 L INV 6" NE- 169.0 0„ FAR z � U) H co 13 W�HORN w W z NP � 0 CB RIM178� tp 11„ oEc�o i ± a- W O+ — —� -- — --JH OL�oHP o / w L �` CI U) 8" W CW 294 �AB 4.7% W LAY 11 +00 ® A oo� /'� W ���n vJ SSMH E-3 2 ASPHALT ROADWAY w I W 54"0 WrV/ G �, G W ZQPAVEL 0 CB RIM- 175.72 z = NV 6" NE- 174,47— Q (> oM T 077 v I w�Y I g Y� OA0 10 6„ DE oC 0 w o ❑• < �1 W <3 is k— a M I I 3REk�X z I I I NSE#706 S O EL ,1 4.01 z oC I Q W 0 N w zz w U- n i I W.IePS�MEN I I GROUND LIGHTS 10" �(TYP. THIS AREA g" & ON LY) 44' OHP I NSE#1aq. 5 .� w IBPS�M�N I I O 3 i0 INTX. STA. 13+37.32 SW 3RD PL.--� STA. 6+58.64 EARLINGTON AVE. S N 177905.27 E 1296002.56 CB RIM=164.731. I.E. 12" W.=166 .E. 12" E.=161.3 SEE SHEET C15 i N z o SSMH RIM EL. 163.73 IE 10" N,S= 157.8 O IE 8" W= 155.2 1 + I , INTX. STA, 13+41.00 SW 3RD PL.= STA. 6+58.64 EARLINGTON AVE. S1 N 177904.09 IE 1296006.04 CB RIM-16 LE. 12" W.=159.9 I.E. 12" E.=159.7 r D I AL SD I SD OHP le `—"'-- — W 12+ W 0 SW w 3RD VL. 13+oo ow 2 14+00 Im 3 STA. 13+ 11.8, 16.4' RT 2 SSMH C-2 �, co 6 I ASPHALT ✓x (1) 8" 45° BEND ( J) 48"a c 78 LF 8 CL-52 DI W1Pt G G 2 IP GAS (DEACT.) G ' CONC. 326 LF 8" CL-52 DI W/ POL YWRAP STA. 13+68.4 8.4' RT 0 (1) 8"x6" TEE (MJxFL) c (1) 6" GV (FLxM✓) — — — — — — — — — _(1) FH ASSEMBL Y CB RIM160.93 .E. 12" S. 158A a of U SEE SHEET C15 STA. 13+ 19.8, 24.4 RT 0�u (1) 8" 45' BEND ( A J) I I SEE SHEET C15 a� r////////////////77777-/ w O N o 6 F�• w a_ � 0 B P 9 15� NSE#62� 6 15 Nl 71 II a p Np I �rCOO .'e PSEME � o3 n n � I II II II �I I I r l , J_2J I I _ 20 NSA F\-OOMVIA" 11 � I ePSE / I I / to 3 O GPRpG + z 2xANpRPo �OHP OHP W W ISSMH#E-2-2 48"o — G CONC WALK ^J L.� 0 co 3: W O CB RIM = 153,63' L N T / �,J IE 12" CON NW 1 IE 12" CON SE 1 Lo T W . Lu 2 �U) U)w I ASPHAL W SD W ,) O Z 5+00 _ N Ln G U CURB CUT CQ � G �51�MP v 16 CB RIM 150.81' IE 6" CON HE 149.4 609 1 A, 6 NSE F�OpREN�/ 1 0 8 PSEM N AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 " FAX(206)362-3819 " www.GRP4.com No. REVISION DATE BY 1 AS-BUILTS 12-3-10 RVM G4 PROJECT NO. 09-4193 mmm SW 3RD PL. 200 IC Co OHP ^� LO �� N W III m J(1) �j m QC) ���- D,Ij rY) Z N �Q :�Q� N . N 4)Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ai ai . . . . . . . . . . . . . . II= 11 �Zel ti c0 J �2 cv� � O� '� m��.�• m = �Q ODO W v� N rn Np , �uZ�u c�� �� ��� MQcV :o Q Q v Q j �j r� . �Oao.,�r . 780 2 : : : : : : : : ri�C� II II II �W -�-�� .�. o ....:......... ap °o I I . �. W Cd s, :..... . `� N Lu . 780 + Q + 00 co co + N I o 2 62WWLLjZLu ��O N Q 1 II V 7 70 ° ------------ �_ : : : EXISTING: GRADE 2 i : 2 LO II W 770 (Pi�R........ ROAD ........ .. . .................. .................� � + . Z.......... ......... W l 60 . . . . . . . . . . . . . . . . . . . : �. 294 F 8" %'I/C Q. . . . . . . . . . . .479 326 LF 8» CL-52 D/ •W • ROL YWRAP . .. . .o. 2 ........ 760 W CV 178 LF 8" CL-52 DI W/ POL YWRAP 750 :oI .................... ....................................... o ....................................... 0 ................... ................. .................... ..... ........ 77540 o o � + : N +� 7 40 ............................. ....................................... 0 co Q o 730 ............................. ....................................... ....................................... ....................................... ....................................... +I ......... 7 30 CXD 720 720 ONE CALL 7-800-424-5555 11+00 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. �F WA 44863 c�/�T�! InKIA1 12+ 00 2 AS —BUILT INFORMATION ADDED 3 AS —BUILT INFORMATION ADDED NO. REVISION 13+ 00 14+ 00 SURVEYED: SCALE: VERTICAL: NAVD 1988 CITY O F �� i HORIZONTAL:* NAD 1983/1991 �� RVM/EZ 12/06/10 VB DESIGNED: � -2O AW 11/20/12 AW, JH .� R E N TO N DRAWN: AW, JH ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works AG, DC, AW, JHDept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY AG, DC, JH NOTES WA TER NOTES.• ZL 3' COVER MINIMUM. (TYPICAL) 2Q REMOVE AND SAL VA GE EXISTING FIRE HYDRANT. A5.Y14" WATER SER VICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. A6CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) SEWER NO TES. 20 REMOVE EXISTING SANITARY SEWER MANHOLE AND REPLACE WITH NEW SANITARY SEWER MANHOLEE, 06" PVC SIDE SEWER STUB (TYPICAL). A S-BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS -BOIL T RECORD BASED ON INFORMA TION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY 15+00 THE ENGINEER. DATE 009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: SW 3RD PL. FIELDBOOK: PAGE: STA 10+25 TO STA 15+25 DRAWING NO: C9 RECORD DRAWING/AS-BUILT SHEET: 12 OF:32 WI-1310181 �