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HomeMy WebLinkAboutW-382409►'i 81. CV 9 LLL] 75 LLJ In LLJ rr- J_ J 0 z m a w 0 Z m m z CJ DID N N 1+47.7, 1 STA., T -4, INSTALL- 1 - 8' GV (M✓xM✓) N n oo� � o :n mNN� GE Nm INSTALL - I - 8" 221/2' BEND (MJxM✓) W/ CONC. THRUST BLOCK AMERICAN SURVEYING & ENVIRONMENTAL, LLC (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. CONNECT TO EXIS77NG 8" SEE SHEET W-20 FOR F7 SCHEDULE AND DETAILS dH0 dH0 dH0 0dl \ OIID ONO dH0 dH0 kM o+cs PVI _i oo157LF 8" CL-52 Dl W/ POLYWRgp sorzs'$1"w.00' (DEDICATED PUBLIC -OF WAY) 181LF 6' CL- 2 Dl W/ POLYWRAP '3 1 G S 2'STW GAS GAS G ZH 8'V�P R 4 P WM 12 CONC R G' WM LET �12 CONC R D WM M 11 N s wTv �� N 4 4 cRAv€� ° 4 y o z N mm�4 � m II ° FOUND REBAR AND CAP � , o m II m��iv< CO 0 c�II \�\��\� N w PROPOSED SANITARY SEWER. o N z FK - SEE SHEET S-12. V N N N z 922 RENTON AVE S< m `F D F9` m n n n STA . 2+97.9, 19.5, RT RENTON A VE S 10 z o n PARCEL: <'� �'\\\\�\ INSTALL: 329470-0130 D 0 z = _ o D D GO - 8" 22%2' BEND (MJxMJ) ICONC. _ F li _ PARCEL: THRUST BLOCK m L' 0 y 0 329470-0125 cC P o 3+18.6, 20.3'RT = o �FF STA. " " . T RENTON AVE S i ' m INSTALL: � �m N. M D�� 1 - 8"x6" TEE (M✓XFL) W/ CONC• THRUST o e e� LF= BLOCK LLI :t o m m o 91 B RENTON AVE S 1 — 6" GV (FLxM✓) 1n --�� o z " PARCEL: 3+19.6 2TRT , N D 329470-0131 STA. T+2��: Q 't 'PTRENTON AVE S / �; M INSTALL: PROPOSED SANITARY SEWER. 1 - FH ASSEMBLY PER STD. DETAIL 310.10 O � M SEE SHEET S-13. DID WATER NOTES: 66 APPROX/MATE LOCATION OF EXIS71NG SANITARY SEWER I Q1 3' COVER MIN/MUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE EF SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR 2Q REMOVE EXISTING FIRE HYDRANT. SHALL P07HOLE IN ADVANCE TO DETERMINE EXACT ALOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED WP ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED P D — SIDE SEWERS AT OWN EXPENSE AS FOLLOWS., I Q4 REPLACE EXIS77NG 414" WATER SERVICE WITH NEW 1" WATER w SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL-W7RIFIED CLAY. RE-SEC7701VED WITH PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. -CONCRETE. • RE-SEC77ONED WITH ROMAC SADDLE 5Q P07HOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLATION TD ESTABLISH LINE AND GRADE. -PVC: RE -SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE I 7Q EXIS77NG WATERMA/N MUST REMAIN AC77VE DURING N CONSTRUC770N. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. P 01-800-424-55 SHOWN ONE -CALL RE RENCE ION LITIES Y ARE 1CONTRACTOR OR ALL FIELD LOCATE ALL EXISTING JWILITIES A MINIMUM OF 72 HOURS Knowwhatsb@low. PRIOR TO CONSTRUCTION. Call before you dig. 7 �z Do MO c ro `Dc c ,mom oUom oo`E0 CD AD c oNoz cn COzo cc O 3+00 D ASPHALT wo < WOD , 2"S7W IP Gi c, u < Rm moA nNKmn�mO o w 'zzo<o n m � Nm N o0 W D II � Nu CDo< AND W < NNr, o o� �o m o m LD m� m_ m oA 815 RENTON AVE S PARCEL: 329470-0041 8 N CONNECT TO EXIS77NG 12" DI i5 SEE SHEET W-20 FOR F7777NC SCHEDULE AND DETAILS Iv D — —r �y on m -o - 8'PSS T N � $ L N ➢ GO — - PF CP o �� ��➢ = I 4 m mII l m 28"oEc S u cNo o o N J D EAVE GO m - �. m C0 0 0 0 m T 816 RENTON AVE S _ o < i7 PARCEL: m 0 329470-011101 S FL— \ n ,- ILN _c l 0 CU o w _ m I n m Q) mDzmmm FI AJ <➢ r <000F9 PFmz��z m< =s >➢s zmom� — O oD D SS( ) — I I � � A � ��omoc w C0 oo Ozz<� >vl D I I V z HFOz DOCO z ormcr m I I CD a ~ = s n PF 0n °'Gm I 4'CVJ1 W P I n � o� m ucn I � �V�H o _ ? f J tDn 0 I n --_ D a N 'T o En o N 0 m '< z m m v �o m n 0 FH PH F9 � f 1 LJ A V w w LO -i wLO in 10 N m m o SSd„9 A, m (O Lfl (O (O —,° T I CJ(LO < m= > I .,M I N.N v n 0 I 9 z0 On EE z z n n N D �\ 7 0 w N � v k-- 0 SO — .. — .. MATCHLINE: SEE SHEET W-18 — — INNNIN-4mmul 0 20 40 1 "=20' EAVE PARCEL: 811 RAVE S 807 RENTON PARCEL: 329470-0040 \ PARCEI 329470-C z I.cncn dHO PROPOSED STORM DRAIN. SEE SHEET SW-4. cncn 00 $ 4 dC'D yypp NC 0N.0 WM . d a m d 3_ 5LF — — 1 ASPHALT RE (D 3 WM A , — mow— — ��,",", . — p • 6 VCP Ih' 4 4 FOUND REBAR AND CAP PROPOSED SANITARY SEWER. SEE SHEET 5-5. i 812 RENTON AVE S PARCEL: 329470-0110 808 RENTON AVE S PARCEL: 329470-0101 NORTH E\ �' EDAR,WE W-5 RENTON AVE S LN W-6 �. I JL — — :' � GRANTAVES � I 1- J L W�16 ,100 VLS - --'� Al�-11 JONV� VVES KEY MAP NOTE. ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA770N. SURVEYED: BRH SCALE: — „-20, HORIZONTAL. DADV°sa3/1991 DATUM �d TV I �� I�� T OF � �0RENTON R E V O V L, I� L Planning/Building/Public Works D2pL. RENTON HILL UTILITY REPLACEMENT RENTON AVE S STA. 0+00 TO STA. 5+50 PROJECT DATE: 06/19/17 DESIGNED W PiAEGoe°oK: DRAWN: Aw ONEINCH DRAINING Na: C W-5 CHECKED AC AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED AG sHEEr: 13 of W 0024