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HomeMy WebLinkAboutTED4001267.1I W 1- 'X72"X8"TEE, M.✓X A4%1X FL. F. `I• = W Al✓, //vc . CO NC . VAL.V HAI►7BER WI - 12 'X 12 "X 6 "TEE MJ X M%J X FL . 1 - 12 " CA - M✓ , 41 co p 1 - 991, C. V. . X / .'_/' INC . V VIE BOX J " GATE VAL VE FL X M✓ . y /IvC• VALVE BoX � W. M.✓. X �/. X FL . z y > - 6 C I. SOLID SLEEVE M✓- J / - ro '" GA77E VAL FL x �/. lQj p 0,1. SOL/D L7i� E E M•✓ - L.P. K h 0 RE 6 " REMAIN � 12 „D I h W 1 I__SLEEVE V W -- 12".o.z. W? I 2 N 0 AI'©C �O v 12 D.I. 12''D•I, p X W EX/ST 6" --8'0✓ /ST 6 "Tb BE 2 0 V W h N 7Z7 REMAIN +) "A NDONED �N EXIST 6"7G BE ---,� COI W ABANDONED 1 SLE VE EXIST 6 ^ 0 c, a DETA / L Y SAL VAG E 720 BE (n y�. EXIST ABANDONED ETA/L Z Q W� G.V.'S I r, 12 ",D. I h _ W-- 0 w" ' W W EXIST 6"7-0 SE ABANDONED EXIST" 6 3 ti! o �� i � W W .�I. � v � � �W ,W� 12 " G. V. - M.✓. INC. CO///11 VAHAMBER 2 0 " H W , - ,• X 12 ,• X a,, TEE - M.J. XNOTE AODE:D WA�7-ER L-/1/E �` > Z `' Li �, STORM L✓NE Q 0I. SOLD• SLEEVE M✓ EXTENDED SIDEwALx- o W - 1-/2" XG TEE-M✓.X41 J .! .. ADDE/VDUM A/O. 2. ll / .! M�JW �O Q . 1_ 6••G.v-✓XFL•//1/c. VALVE ^ WO �J\1 8 G•V. X1Wa /NC. VA O i W LEGEND ►.'�� wQ W��� Z ^ 1 F-'- VE tq Q O, O F— PROPOSED VALVE W w �, h i.1 I w r W Q Q U Q N V —Q— EXISTING VALVE I W `� W �i t9 o W v W Q r� ti� o� Q ' 2 "D.,h C1 U y Wv h ? i �� 4. Vr 0 0) a i JZ "DI. t. ,- p 0 W— PROPOSED WATER L/NE �L N', ,� i, I y{• , �} W— EXIST. WAITER L//VE �' o �N A. l4 Q J _ U �I W� U� N Q�O40 W I y d Q CONC. BLOCK/IVG N NI +� N', ..' �� EX/ST.6" �I 0 JJ Q � V, SA AGE M BE AB ONEO W Q N Q 0 y �\ 0 ? DETA/L is cn'.I F 1 x12.'x6„ TEE, JVJ✓xM✓XF4. �I N 1--G"GA7EVALVE FLX"a. XX W 1 RENTt�N VILLAGE PLACE RIGHT OF �Y"Ar L/IvE CONSTRUCT /2"'D.T. P/PE -MIN. OVE y� /Si CLA SS 2 CT ro vJ IN7- !>`' 4a ` tT R� ' j W W mv W w W W STA 2 t rob START CURB �` GUTTER � 41 I, N ey Ei4 TO BE A � ��'ooNE� STA. 2 t 36 START -SOWR O EL J J•fJ"9L R T O Y C NS E P RARI' G UC T \ TYP I' C. . QEND TEMPORARY GRAVEL S/DEhALk CB a 3� RENTON VILLAGE1PLAC-0-PE W:. - .o 0 ��- b o + � oNEX/STD G 12 CoNc. io ,� •� o I ' o+o U I WA TER — �' GENERAL NOTES`t' A�AJi, D o �`` _ PLAN scAi- O _ - Z! ILL LOW AREA ur W See Sheet C'2 RADE SHOWN I ALL LOCAT/DAIS OF EXIST/NG UT1UTIES SHOWN ARE APPROXIMATE AND /TSNALL EX1 T. Cd'=TCr+ t3A81M� ��pSo" `I CURB GUTTED SIDEWALK FOR W BE THE CONTRACTORS RESPONSIB/L/TY 7V VERIFY 7?YE rR[/E CORRECT LOC4770N RAISE TG SIDEWALK �1 3 ' CONTJNUAriOA1 T'TOP OF CURB SO AS 7V AVOID DAMAGE OR DISTURBANCE. GRADE. c`?�- � AN'D SEED . See Shee t C-2 19 CO/VT. \y Ex/Sr. 42 "CULVERT .,COR CONT/NUAT/ON� 2..... ALL WATER MAIIVS SHALL BE PRESSURE TESTED # DISINFECTED IN ACCORDANCE - 00' 210 PRCJRE"7-`/ L,IA',- 78.00'7O g RENTON VILLAGE /•'L- PROFILE GRADE i CUT- OR FILL I 3/8" "X4';/O/NT MATER/AL ASPHALT% 2 CONCRETE AS REQUIRED S = 2% R ASPHALT RAT`H 7a MATCH BASE TO 95 o SAw CUT T)'P/CAL CROSS SECT/ON EXISTING PAVEMENT f COM81AIED CURB, GUTTER f SIDEWALK (NO SCALE 30 - 25 Ln N Y J Q � o� � N W � u � - - -- in - K v .II � N N W m W u v - � � id V � Ni � N N J W Ij � W W --S.=I 0.9 S , 1 ago, - Gurr-- cU�ae WITH THE SPEC /F/CAT/ONS OF THE CITY OF REIVTON � THE WAS/,I/IVG7-oly STATE 7,,.,,,/NSI=�At'T/O!v WILL BE ACCOMPL/SHED BY/' 06 " HEALTH DEFT. ALL PRESSURE TEST/NG SHALL BE L70NE /A/ THE PRESENCE REPRE ::« . E�TAT/VE OF THE CITY OF RENTON c OF A REPRESENTATIVE OF THE CITY OF REIV7'01V. ALL LINES 70 BE STERILIZED "@ lT SHA L L .BE 777-IE CONTRA C TOR S RE,, PONS`I,ts,,L/7'Y TYPE C Vy , ,, c O J 0 PROR TO PLACING LAVES IN SERVICE: /2"@ 250 PSU. 8 300 PSU• 70 NOT/FY THE UTILITY DEPAF 7_A-Ac'NT 24 HOURS WHEEL CHAIR 0 0 h N 0 A PRECONST'RUCTiOIv CONFERENCE 4t 24 HR, NOTICE WILL •BE REQUIRED /Iv ADVANCE OF BACK FILL/Nv ALL CONSTRUCT/ON RAMP, EACH .�' •� u � 4f PR/OR M ST,4RT/NG NEW CONSTRUCTION CURB RETURN a -jr SHALL BE ny-- CbwrgACTORS RESPO/VS/B/L/TY 70 SECURE ALL NECESSARY $ CONTRAC7bR 7i0 PRO VIDE PLUGS �` TEM/�ORARY BLOW ASSEMBLIES $ PURITY END C..R. 7. S /BERMITS PR/OR TG ST4RT/N© CONSTRUCT/ON, -OFF FOR TESTI/VG ACCEPTAf✓CE r�R/OR 70 F//v,,''L T/E-/N_ �? 5• .... /NSTALLAT/ON OF CORPORATE STOPS, WATER SERVICES, LINES AND EXTRUDED 4T�� �­6 METERS 7t) BE ACCOMP'L!SA1ED BY THE CITY OF RE/VTOIV. �•�- . • •ALL SAL_`,�;=-�'3,Q%3L.E MATE, `LLfL ��.�'4LL BE CURB SLOPE RADIUS PO/IV7- L7EL/VI=_RF`! 7-0 THE CITY OF P61V770^1 See Sheet C-3 AS REQUIRED G..—ALL CONNECTION 70 EXISTING MAINS TO BE ACCOMPLISHED BYTHE CITY 1��/+-eR ; ., �e. ,, ,/, r••p, OF RENTON. ALL NECESSARY EXCAVATION � MATERIALS TO BE SUPPL/ELF TYPICAL CURB RETURN BY THE CONTRACTOR ANO f3E ON -SITE PRIOR TO CITY NOT/F/CAT`/ON. SCALE 1 " 5' 50 ' VC• ��_50' V.C. E = p.09 50' vc e = O 2e 50' v. c . e = . 07 N I � III m too V C . I W f! = O. Is 00 ti o; J N G Q Q PR 0 F1 L, E II - _ - 7VP OF CURN x, 1. 11-�- oo �L REVISED ADDENDUM A/0, 1 AzREVIS,ED ADDENDLINI N0.2 10IL00 .0N W 41 NN Ni N j NN WIj WI WW N n °W bLo y O hS=2 g o S. fj 24'/0 s=11o 0 `h 'h M lqc i f n 50' Vc . o Q a o.�4 _j W W 41 41 -41 SO V. C. 50' V.C. W � . e,=O.1/ a co.>e � � � V ;�J j� � �I �W � O U V mo � Wi NINM mW 4 W m nn R nW W -4 J JJ J.I WQ �4Jj � `h h � d• W ! d'' � n � Q ^ � � � � o � � O I � I o W 41 W kl � W W M � N N V U,!U'� i � W W W WW WW � co co 0) (o� � v W Ww WW j N - N N is is k (Y n Q >a > 1 ' I f S = 2. 8'/0 S•=44 6'io S= 1.2 % h- V V V N e - — --- l 1 �- , S=1.O I - -- - - -- - co n N h W _ I 14 co AGE OF PAVEMENT --- � � S.= 1• % '; S=2.68%+` 9*00 6*00 7f00 P9 A /ti P- / / C CURS, GUTTER f SIDE WA L.K SCALE HOR/. 1 "= 40' VERT. > "= 4' 17 6+00 5*00 (i�xf9pt ' y 814179 --' .m _. o W m N - - �Q 4 V � � N � C _ 12 "CMP- o SL.: 1.0— O Vn a LAJ u W 7 �r. 4+oo 3+oo 2+00 1*00 cr^� tj AfPPR0VEO = e E 6i9ef ®„N 1� tki 44AL ' /RECTOR OF oL1S1_1C WORKS `"° �l } V 2 S_I /////{//•• T - O /` A'p HfQtgiEO ��� W to N U OFFSSM�a O W o w N _ > AS an /0 - 20 - 80 /oNa� (o War 0 Ln W ti �ILMLW f ow /M- VT r � x � �r - r J ' e y r f w W ^L' W W 0 L U w a Q L - J 3c a U c� W W c J Q � J p LL J 4j 0 ,W Z a Q L J 14 a oil � Q. OOs'�W� I v J sheet �of� s 3205