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HomeMy WebLinkAboutW-382410AR I N ,--�� -J L EY � Wr16 A s — - L --�_ Z \� JONES AVE S KI W I V� KEY MAP W EAVE U IENTON AVE s PARCEL: 807 PENTON AVE S < 9470-0040 \ PARCEL: 329470-0050 J / 801 PENTON AVE S I PARCEL: w \\��\ 329470-0051 \ EAVE EAVE J 3 J ONC WM u 4 J C d dHO —dHO �P�Td 0 dHO zH dHO dH0—dHO d d 0 j 321.5 LF 6t00 Z B CL-52 DI W POLYWRAP w ASPHALT RENTON AVE SiC •� 1 � ASPHALT (DEDICATED PUBLIC RIGHT -OF WAY) 6 wM IP G P WM 2"S P e4'G4N 4CW 1 — 8" 45' BEND (MJxMJ) W/ CONC. THRUST BLOCK 6+89.7, 1.WRT 1 — 8" 45' BEND (MJxMJ) W/ CONC. STA. 6+ 9'. "'LT RENTON AVE S THRUST BLOCK INSTALL: FIL 1 — 87TEE (Md x6" XFL) W/ CONC. THRUST BLOCK 1 — 8" GV (MuxinJ) 1 — 67GV (FLxMJ) 709 RENTON AVE S PARCEL: 329470-0060 ASPHAL _ .. 4'CW = 6 VCP R 4'cW 1 ". '. 4 4'.C,W., 7CB RW C©N7C-- m CR CO Gq oRIN o 4 REBAR AND CAP YPE 1 o6.39 �': `AN J 2 CjW`N,FOUND COC-M4.79 (6"IP N & S) � II � > 4 �jn %°°. Jlr" J m� \\\\\\\\\\\C 6 e o. i 2 o 1 1 m c oeRc'o r \\\\\\\\\\ STA. �,.T RENTON AVE S o 804 RENTON AVE S INSTALL: W o� 908 RENTON AVE s PARCEL: 1 — FH ASSEMBLY PER STD. DETAIL 310.10 W PARCEL: 329470-0100 - 329470-0101 718 RENTON AVE S o PARCEL: z WATER NOTES: 3 29470-0090 n 6Q APPROXIMATE LOCA7701V OF EXIS77NG SANITARY SEWER Q1 3' COVER MIN/MUM. (TYP.), UNLESS 07HERWISE SPECIFIED. SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR 2A REMOVE EXISTING FIRE HYDRANT. SHALL P07HOLE IN ADVANCE TO DETERMINE EXACT LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.• 04 314REPLACE EXIS77NG •" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL —VITRIFIED CLAY- RE —SECTIONED WITH PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 5Q P07HOLE IN THIS LOCA77ON AHEAD OF WATER MAIN —CONCRETE.• RE—SEC7IONED WITH ROMAC SADDLE INSTALLA77ON TO ESTABLISH LINE AND GRADE. —PVC: RE —SECTIONED WI7T,' RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXIS77NG WATERMAIN MUST REMAIN AC77VE DURING CONSTRUC770N. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. i Y\ X ING UTILITIES J SHOWN RE ul-,800-424-55 ONE- CALL REFERNCE ONLY. ACONTRACTOR OR PALL FIELD LOCATE ALL EXISTING O�J' ILITIES A MINIMUM OF 72 HOURS Know what'sbeim. PRIOR TO CONSTRUCTION. � Call before you dig. Kai REVISION r `GIN e - ..'4 A. PROPOSED SANITARY SEWER. SEE SHEET S-5. b 712 RENTON AVE S PARCEL: 329470-0091 — — .. — .. — MATCHLINE: SEE SHEET W-7— — • • — • • — O D RJ FH m GO T = r m / ) V LY / CC 00 o 20 40 zz , 1 m N�� 1"=20' =� O 0-_ZZmELLOc CO co ��AffA 0m N�H o V PM PROPOSED STORM DRAIN. SEE—` SHEET SW-1. u REPLACE EXISTING MONUMENT no FFH, m o°o c n wA,, I o o n n 705 RENTON AVE S 701 RENTON AVE S ED PARCEL: PARCEL: o 0 329470-0072 329470-0070 �"'z o- C < n Fa n a�zoz 11 nn o ml - UPW NNDc ODC) oti� ..n EAVE ao cn m z z C0m I D cn y� �/� yt� •a. T1L 4 /� (, �Fy dN0 .mac WM \ F, 24"C d i •"ASPHALT 1s � z G)N 1� TO OT W,9 CONNECT TO EXISTING 8" DI SEE SHEET W-21 FOR FITTING LHI SCHEDULE AND DETAILS ON 0 708 RENTON AVE s u � f D W PARCEL: 706 RENTON AVE S o ^' A o 329470-0081 PARCEL- o m m 329470-0082 m0 FF r-Tm FF W � I� < o - IW W W O A m O W000�0D no_ I z o? V, m � 00r n W D �\ a A o FF 00 o I PVLJ1 �Vv P SSS� AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AG BY DATE APPR APPROVED: AS PROPOSED STORM DRAIN. SEE SHEET SW-2. on GO ml = m N cn I CD m 0 �I z n zs M. SCALE V VERTICAL HAVE lsae � � T I 0 1 — 2 O HORIZONTAL NAD 1983/1991 �� RENTON ONE INCH DATUM AT FULL SDA E Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY b I m n'- m c" 1224 S 7TH ST 0 o P �\ PARCEL: m P 722140-0225 m CH W D 0", m n A FF >Z W n m `� \\\\\ W P WM W< W �, li \\�\\\ o<n0� oo< I EDHL m FY < m S'C jHO—dHO- -mom 1 00 W WATER VALVE 8"W p RIM=306. 41 d TW-304.51 a � e 9 CONNECT TO EXIS77NG 8" DI Ou D SEE SHEET W-21 FOR Fl777NG o A SCHEDULE AND DETAILS �< 626 RENTON AVE S ' PARCEL: m 722140-0285 W � 4\ow< C� �w < n _,tav I Iraq/ I n I SEE SHEET W-12 — .. — .. NOTE- ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA770N. DATE: RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 FIELDBOOK PAGE RENTON AVE S DRAWING Na: STA. 5+50 TO STA.10+50 WA-6 OF: SHEET: 14 88 WI 1010101214