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HomeMy WebLinkAboutW-38241581. N y■ LIT H z C) Lu U w 0 0 O IL n LLJ W J CONNECT 70 EXIS77N6 LJJ SEE SHEET W-22 FOV SCHEDULE AND DETAI CB TYPE I RIM=362.33 J IE-357.03(12"CONC E) J IE=356,83(18"CONC W) BOT=356.83 2 Z 4 o -_ z 1B5'f w NO MONUMENT FOUND CALCULATED POSITION N; 174686.4381 E: 1302920,2117 CB TYPE I RIM=36299 IE=361.29(6"PVC SW) IE-361.29(6"CONC NE) IE=361.19(6"ADS SE) IE=359.59(12"CONC W) I IE=359.59(12"CONC N) WATER VALVE RIM=366.36 TW= 36 4.73 WATER VALVE RIM=364.58 TW= 362 58 BENCHMARK"J" TOP CENTER BOLT OF FIRE HYDRANT AT SOUTHEAST END OF HIGH AVE S ELEVATION=367.50' KEY MAP 13 1009 P PI 3294 INSTALL: 1 - B-W TEE (MJXFL) W/ CONC: THRUST BLOCK 1 - 6' GV (FLXM✓) PROPOSED STORM DRAIN. SEE SHEET SW-Z ��. 3+11.2, 9.GLEF INSTALL 1 - A' GV (MJXMJ) 1005 HIGH AVE S < 15 HIGH AVE S B" PARCEL - TO 329470PARCEL 329470-085 907 HIGH AVE S 270 � CONS _ �? LSCAPE ° "enNC DRIVE GRASS 1 ". :.4CW. „ 23'DWY . ASPHALT SAVE PARCEL: SSMH 329470-0280 RIM-364.88 CB TYPE COC=357.53 RIM=3626DCF (6-8"GONG N & S) GRASS IE 360.50(12"CONC N) BOT-360.30 (8"CONC E & W) SCAPE EAVE 4 4 CON EAVE 12" 4 4 6__ _ _ _ m GRAVEL �. GONG �� �bNE LSO WS C 4'CW WM e C LW DROVE DROVE' T LoC a 26'DWY yyp�,, 2 S� 25'DWY ED ' .( G11 SVJ 2 IP S-� 1.7 Sd.�i _ +0" HIGH A E S ' > _ 3+00 ASPHALT 6" R SDI°27' 8"W 525.15' -.._9' 10 rveL. - - -._._ V­6"VCP(R)_ cc� Eca(P}+' GRAss S"DW M C CRW 2 o LSCAPEv S - DRIV LSCAPE ASS'..'.CO,NC CB TYPE I /� DRIVE RIM-363.56 IE-360.36(12"'CONC N) GRA IE=360.26(12"CONC S) 1012 HIGH AVE S INSTALL PARCEL 1 - FH ASSEMBLY PER STD. 32947a-o400 DETAIL 3fO110 AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN A -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDR NTS, AS -BUILT DRAWING REDLINE MARKUPS WERE M INTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PR VIDED TO ACE 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 DRAWINGrN VIDED BY LASER UNDERGROUND & EARTHWORKS, INCSHOULD BE FIELD VERIFIED FOR ANY FUTURE USE.WATER VALVES AND HYDRANTS WERE FIELD SURVTHEIR AS -BUILT LOCATIONS AND ACCURATELY REFL HEREON. ONE -CALL REFER 800- 424- 55 ILITI Know what's below. PRIOR Cal I before you dig. 1006 HIGH AVE S PARCEL- 329470-0392 NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. ORIGINAL PLANS STAMPED Br ANDREW WEYOANDT 01 PE /ME63 'CONC . CIS TYPE DR+V� 7 RIM=354.56 LSCAPE IE-3 2.61(000NC W) BOT-361.95 PROPOSED SANITARY SEWER SEE SHEET S-f0. EAVE 10DO HIGH AVE S PARCEL; 329470-0390 liul IYIf� . CB TYPE I RIM=364.19 IE=363.19(6"CONC E) IE=353.09(6"CONC S) IE-352.89(6"CONC W) (PIPE PLUGGED N) BOT-362.19 FAQ GRASS 910 HIGH AVE S PARCEL: 329470-0391 - .. MATCI LI SEE SHEET W-18 loomml,-N� 0 20 40 1 "= 20' f - 8•x6TEE (MJXFL) W/ CONC: THRUST BLOCK 1 - 6- GV (FLXMJ) N �o d FT � o `o O� m I. «F - OFF oz >� o z '11 J,,� 5s �zo0 J DcEW N� Io ' O rn NrD I C8 TYPE I CB TYPE I com RIM-362.96 RIM=363.0D o w \ IE= 12°PIPE S) IE-358.80(12"PIPE S) LSCAPE 358.86(1 IPE N) IE=358.70(12"PIPE N) / /El - 58.46 BOT-357.40 10'CON /� 12'D C \ \ /�12°o ON- ' -- LSCAPE �- - 4 ram: JAM III ©� .� CB TYPE I RIM-ma94 EAVE IE-363.14(6"CONC E) IE=363.04(6"CONC E) IE=362.94(6"CONC S) IE=362.84(8"CONC N) 30T=361.79 905 HIGH AVE S WATER VALVE PARCEL; RIM=364.37 329470-0382 TW=362.37 WATER NOTES 8Q APPROXIMATE LOCATION QF EXISTING SANITARY SEWER 1Q 3' COVER MINIMUM. (TYR). UNLESS 07HERWISE SPECIRED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'--5' DEPTH. CONTRACTOR 2Q REMOVE EXISTING FIRE HYDRANT. SHALL P07HOLE IN ADVANCE 70 DETERMINE EXACT LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MINIMUM OF 6' FROM SEWER CROSSING; OR AS APPROVED ABANDGIVED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS A REPLACE EXIS77NG J140 WATER SERVICE WITH NEW 1 • WATER SERVICE PER STANDARD DETAIL 32Q1. (TYPICAL FOR ALL -VITRIFIED CLAY': RE-SEC7701VED WI7H PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE 70 CUS7OMER PRIVATE SERVICE LINE. QPOTHOLE IN THIS LOCA77QN AHEAD OF WATER MAIN -CONCRETE RE-SE7C710NED WITH ROMAC SADDLE INSTALLA77CN 70 ESTABLISH LINE AND GRADE: -PVC: RE-SEC77ONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXISTING AATERMAIN MUST REMAIN AC77VE DURING CONSTRUC701V. INSTALL NEW WATER MAIN BELOW EXISTING WATER MAIN IF NECESSARY. NO. REVISION SURVE)'ED. BRH DESIGNED: AW DRAWN: AW EHECKED AW, AG BY DATE APPR APPRD-D' AG SCALE 1 -20 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY vERTIICAL' NAVD 1988 HORIZONTAL. RAN 1983/1991 DATUM 4+00 I - BE RRW LSCAPE GRASS 12"DEC 0 INLET RIM=363.49 ITH o s z m IE-361.39(WATER LEVEL) Y 0 0 F0i z ' IE=361.84(PIPE N) LE) y � z m Ii IE=361.84(PIPE S) `�zI" BOT-361L39 c'=-EF➢i a II m A -um FULL OF WATER �D o, mom �< lox 0,➢00 = mmD �oIED m m0 y _ o CB TYPE I co TI RIM=363,99 A m o � IE=362.19(8"CONC N) C FE EA IE=362.14(8"CONC E) � � BOT=361.69 I 4• STA. 4+a, 0 21.3'RT HIGH AVE S N INSTALL' I 1 - FH ASSEMBLY PER STD. DETAL 31Q10 o I c� D � �I 0 I � V1 D WE sss R � A IV N �.�.�°.... VD- Vl � P) MATCHLNE. SEE SHMT INI - n 0 s 1� li �.. .�► • • Ne .I o'RU 0 I JJ D 07E. ALL PIPE SHALL BAGGED AND SEALED Fi OINT OF DELIVERY DATE: CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 •� R E N T O N PAGE E HIGH AVE S DRAWING NO Planning/eullaing/Publlc Works Dept. STA. 0+00 TO STA. 4+50 WO-10 OF. SHEET: 1 88 1WHA3181214