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HomeMy WebLinkAboutzW-3944Set-� - - i - CONNECT TO EXISTING 8" SANITARY SEWER MAIN f STATION � - - -_ CONNECT TO EXISTING B" SANITARY SEWER MAIN STATION 61+65.18 CONTRACTOR TO 62+99.66 VERIFY LOCATION AND INVERT 3 9 1-1/2" IRRIGATION SERVSTATION 60 Call 3 Working Days d• 'C�' ICE, +1.1 CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO CONSTRUCTION (d�• �• { I � METER, AND DCVA CONTRACTOR TO VERIFY LOCATION AND INVERT I PRIOR TO CONSTRUCTION ASSUMED IE = 340Before YOU DIG! SEE IRRIGATION PLAN PRIOR TO CONSTRUCTION ' ASSUMED IE = 338.30' 1 / .26'. v ce M=346.55 ASSUMED IE = 337.24' MAXIMUM SS SLOPE OF ua CONNECT 6" SS TO 4" PLUMBING ' ` IEt2') 34535 50% 31 LF 6" PVC SS 0 2.07 MIN 29 LF 6" PVC SS @ SEE MECH DWG IE 8'( 3455PROVIDE CDF BACKFILL WHERE 2-0% MIN COORD EXACT LOCATION AND IE N I „= e \ --- -_ 4__-_ W/IN 6' OF BIORETENTION (PROVIDE CDF PRIOR TO CONSTRUCTION 1-800-424-5555 I N i - 2 MDE IP yyAT N - J 13ACKFILL WHERE W/IN IE = 347.0' / - c T. y (1) 12" 45- BEND (RJ) � 6' OF BIORETENTION (1) 12" 11.25- BEND (MJ) 1�-• _ GLENNWOOD A E N THRUST BLOCKING ' 'S ;(No MAC M . SH ,u,o 3/a` a N Sae 27 LF 6" PVC SS ®2.0% MIN. T RU BLOCKING %�J•• 7 I.57'W F, ' MAC ASH ' NE �' CORNER r r BEND arz PROPOSED ROW �LF 12" DI W 322 PLAT) CAICULATEO CENTERLWE SR1x RNA• - ,J/2015 ( NRBED 8Y CONST.)TgpA15 Wn�a w THRUST BLOCKING (RJ) Q DEDICATION LINE �� PER PLAT - MAY NOT FIT IE 8"N-5•:335 d. I o ad° 15' WAT,E EMENT LOW RN FENCE BOLT -MONUMENTS TO W. " ` w w �"�� - - -... LF 12" DI W �(1) 12" 45' BEND (RJ)-.,10' EXISTING pe (1) END (MJ) .P / 00 PN 157LF u.z THRUST BLOCKING SEWER EASEMENT L O - LF PoM=3C SS , <, s--, •�I ,. _. - - -- - - _ i T'10 LF 12" DI W' \ OTHRUST t54'NEFIRE55ERVICE CONNECTION SD H RIM o+/2 7 r� ,rc / ^ CUT IN CONNECTION " _ IE 6'S•3as.5+ - H , ... ?i - ' - -- _ -��- n ra^in _ rn _ S 9brVA LOCATED IN BUILDING 4 IE rrsw=JasS+/- r caa PER CUR STD PLAN 300.3 - ,., - - - - R DLar a R cr „ -� I - - MECH FOR CONTINUATION c ` STA 0+20.46, 6.34' LT1 12" TEE FLxFI s n t7s7z- -. 'i -- vO ( ) i (3) 12" SLEEVE ) EX FIRE - o.wa_�_\I -. \ - 5 ix OF � r1 12"xGATETVALV (F )(1) ADAPTER (FLxMJ) =HYDRANT I I (R- v=3a8 �y, - -E 6LxM 0 10 20 3 J 1�� -�- '= \ \ BLOCKING INLET RIM=J50.Is (2) 12" GATE VALVE (FLxMJ) < -, ' / (�• ' _ „r ,r / "1 �� 1 ' -_ .SWPW-3�& :/:�• 'j / ., I - •BEN P.A / C 6"NW:J19.J I g •n , i i + z . , _ 38 F_ Az e x ' %� \ �' 33 LF 12" auND + 12" SPOOLS AS NECESSARY \� 1 �: a 1 %- - s \ DI W 3OLi THRUST BLOCKING _ g I I I " Scale 1"=20' f � �. v 10 LF 1Y DI W � r r ' 19 LF 1 k" WATER SERVICE I rCONNECT 6" SS TO 4" PLUMBING 1! I n AND 1 J" WATER METER I - `= I �' • • ) / / i SEE MECH DWG �� 4 77 LF 12" DI W MIN 5' �" I�LF 12" DI W ' `!% ,ao oq >° 3 LF 12" 8/ \ �I�- L '. ,`I I COORD EXACT LOCATION AND IE CH CO BORED BELOW EE MECHRFORRCON NATION _ �" rPRIOR TO CONSTRUCTION EER) TO BE CONTINUATION j a '' c o °op° �o (1) 12" END CAP (MJ) WITH W 19 LF 2" FIRE SERVICE---__­1w I" 4.� / % / ' 14� TIE = 347.3' TREE ROOTS PRV TO BE LOCATED W/IN BLDG g I ° 2" BLOW OFF ASSEMBLY 0 0 4 2" FIRE SERVICE CONNECTION-�r5 � o ! � y ' 6 6 (1) 12" 45' BEND (RJ) 19 LF 2" WATER SERVICE AND 2" METER _ zrN I r BLDG1•e' T ' 1C '\ 1>Q'� 0� THRUST BLOCKING AND 2" DCVA ° ) PER CDR STD PLA�ry�.n v.1 DDCVA LOCATED IN BUILDING ' q u ; " < i %T, ilk 4 , Evo \ THRUST BLOCKING 7 8 / C SEE MECH FOR CONTINUATION. I,. cr I , �I ; FFE 34s25 II T, - .. .� , , , UPSIZE TO 2 �° FROM METER TO BLDG G C4R ' . i,. r Lii i i Li. r.ss__.���:..-r-.a •._ r..,_ ---------------s.,-...a....w-_-. -" ' / '- C0 RI . 55- \ I I a FIRE SERVICE CONNECTION ,_ p;,' 41 12"x4" TEE MJxFL \° IE 9 \ 1-1/2" WATER SERVICE �+. � / � 1 � - � _ w-.l 1, - - / O ( ) SEE MECH FOR CONTINUATION r I ...- _ - - O 4" GATE VALVE (FLxMJ) 5, y �. ! -.• 141\1,=:T rl �� r T=�=� 1 ��_ �_` ( �_ ; iri: ,�. - � / / 1 PRV LOCATED W IN BLDG ��- - - - - 18 LF 4° DI FIR srK. __... _ a „ ' � , V ', r `r :.T:7`,i: I^, IVi-4::�I:i J „=V:-`I:- I: / i /YARD HYDRANT (SEE ® (1 72 90- BEND MJ / // PROVIDE WALL MOUNTED PN \ sO J 0177 / TRENCH DRAIN CONNECT 6" SS TO 4" PLUMBING € I•1 'r' i / r % t�SBAN}� v ".'•. - GONG THRUST BLOCKING / �q ` ,� r ^D' e°��' \ I 74� - /CONNECTION POINT TO TRENCH SEE MECH DWG 1' DRAIN SHALL BE AT CS COORD EXACT LOCATION AND IE i_ i ' li �:% i/ ♦ '%_V \_` ti' PIV / = tR • r % c �, 1/ �� _ 18 LF 4" ix / .41 LF 12 / W/ DOWN TURNED ELBOW TO PRIOR TO CONSTRUCTION � � / � `� / \ � PREVENT OFF GASSING IE = 345.54' I ! '� - v (1) 4' FIRE SERVICE CONNECTION- -- DI FlRE / DI W � LEGEND r r /% ' - A( 1 \ DDCVA LOCATED IN BUILDING SEE _ / RIM=349.T- %'1 T MECH FOR CONTINUATION \\ tEPROPERTY LINE 'FIR ! \ I . n-.r .•- : �,-� \ / FIRE HYDRANT ASSEMBLY ' ;�; ti•=�� (' P�" /A \ �' 2 WATER SERVICE , ;9 5 LF 12" EX CONTOUR (INDEX) xgt Gj �" PER CDR STD PLAN 310.1 J50- _ SEE MECH FOR CONTINUATION DI W 1 12"x6" TEE MJxFL - N - (1 6" GATE VALVE (FLxMJ) - EX CONTOUR vvvv PRV TO BE LOCATED W IN BLDG ,_ x` 34 r � / ,'18 LF 2" WATER % , / 25 LF 6"DI _W PIPE p I. i' T v / �14 SERVICE AND 2" METER ,`i+/ z (1) 12" END CAP (MJ) WITH �6 - 350_ _ PROPOSED CONTOUR (INDEX) \ -T' \r..�_ I� / 1q °o % . 1 •AND 2" DCVA ! (1) 12 GATE cvz 0 z %i _ (- f i- (P BLOW OFF ASSEMBLY 349_•, _ PROPOSED CONTOUR ?` -T ``- •J 1_� °ov \ 2a� °v �' '� � UPSIZE TO 2 }" FROM � /� ��' / / I VALVE (MJ) (PER COR STD PLAN 340.1) �7 � '2_-r. _ _ � METER TO BLDG j ,THRUST BLOCKING 6!J ` � �„T_ ' � � ��'1_ 1�tr 1� '® ° ° .P� -[ r � ' ' � •" ` / / 5 LF 12" THRUST BLOCKING cvz FP 78.0 FINISHED FLOOR ELEVATION T.,. C[ �\;l ; �,' Q i LYT:(-, ti�T�r( �ti :r\' vv-�� ® ° a, •i '/a _� // / DI W 28 LF 12" ;%/////////// PROPOSED BUILDING (1) 12"x12" TEE (MJ) DI BIORETENTION PLANTER r ' �L. ., �`ri I v � �i r�T � .i •/ =4'= ,� / L N 2 c W KI "'S`""5.:::..-y. SITE WALL . , i ) i ,ya°j -. •.. , _r _x � � / ,25 �� FR12 W O" 52a" (R J _. ,t r VERTICAL CURB 12 ,.. •,, ,` �� y ., `/ `'' 1 T '� n -. " GATE VALVE (MJ) BLDC'3 �G i� � / / r TRUST BLOCKING 6 _ .. ,'T•` TRENCH DRAIN YARD HYDRANT I Q N I . I r- - l [' \ i-- FFE �• D ; T T4 ty�. / 5 LF 12" DI W cvs M1 "T' i , i \ `,y I%, ", -e"+, �/ C '• STORM DRAINAGE PIPE (SEE LANDS \ .' - TOTAL ff' _ ,c / . r � � ;+ S ' 1 FIRE SERVICE I I I PLAN ' r I� 87,05 _y , � 'Y%i y7-� r r' _ / o i r � I , (1) 12"x4' TEE (MJxFL) i FOOTING DRAIN (1) 4° GATE VALVE (FLxMJ) s�•� YO RIE4D8.63O I Rj I ._ ) BLDQ 2 / z : &` }f // i I I iS��,/'4r / h THRUST BLOCKING m e I I i i FFE 34875 i ' - yti' :%i1: i I' " ' ,:_ r.+ �y r STORM DRAIN CLEANOUT I 'I� i- z `�- _i•i �� T CATCH BASIN TYPE 1 SERVICE WATER .. i`I �� I%y �� r_' / ! / ? 172 LF 12 DI W `� -; + �j 8 -r`si I SERVICE •;CONNECT 6" SS TO 4 'rT� '" !%7� - / 42684 FIRE HYDRANT ASSEMBLY I I y_ z , i" 3 PER CDR STD PLAN 310 SEE MECH FOR SEE MECH. COORD EXACT: CATCH BASIN TYPE 2 1 CONTINUATION LOCATION AND INVERT ' /, ' T` y�'•`� / /,��G! S~ CISTCI cvz (1)12"x6 TEE (MJW N PRV LOCATED xFL) ', L "`r-;T Shy ...-_....%.:. PRIOR TO CONSTRUCTION.! + -r� AL LAB SIDE SEWER PIPE i CONNECT (1) 6" GATE VALVE (FLxMJ) - \ zl W/IN BLDG TIE = 344.9T / i /.% T-` / i N ¢ >!� I r •ly SEE MECH. COORD i� ,Az I CJ 15 LF 6" DI FIRE - "" 1\ --II I �' I T= '. EXACT LOCATION/ r. I SEWER CLEANOUT I 1 CUT IN CONNECTION � � , , . 7 '%n, I / y C � 'AND INVERT PRIOR A � i ' =�4= i / /J 'd�' T :T I , LT 'z, ;TO CONSTRUCTION. �`.� `_s �- \ �! FIRE HYDRANT ASSEMBLY 3 SSMH cvt PER CDR STD PLAN 3DO.3 „ `' / '`ys , r T O STA 2+86:68, 5.94' LT � � � 1�, _ 1 I 'IE = 344.97' `y, T: I 1 �i4 �� /.� `\ /PER CDR STO PLAN 310.1 vs E cu (I 12 TEE FLxFL " i� i i �I z' y_ T� j� / I', , / / '(1) 12"x6" TEE (MJxFL) ( ) - - WATER METER (3) 12" SLEEVE •,:f M Ar% I: n ! `I:T -`� T r 1 -',,_ \ / �8 6° GATE VALVE (FLxMJ) \ / I -��\ 1 ' //.� n`R Q 8 LF 6"DI W PIPE (1) ADAPTER (FLxMJ)- (2) 12" GATE VALVE (FLxMJ) r ,/ /_ a _l,� •\ AS BUILT WATER SERVICE LINES 12" SPOOLS AS NECESSSARY �i� ' ° ' THRUST BLOCKING �•PVC./ 1115LF-. / 6 LF 12" DI W I � . 2 F $ U DO �' �` ✓ I !. `% I , ' 'i`I :%i�: A .i� :7 �� 15SS ®8.7% i, i, ' T • I r ; . T 'TS IV 6.. PVC / DRAIN � cvy STA 10+00.0, RIM=346.15 0 z� SS 02.0% MIN. " IE (EX 8' N-S =333.36' ° d' ` ' '= 11 r=j' 15�� `r, L:I /TRENCH DRAIN ((( _ ) - �' `' `'-` Mr- CONNECTION POINT TO TRENCH (• l S-394401 A c�CONTRACTOR3TO6POTHOLE °, 4.r + {y 66 i+ it `15' WATER EASEME T ' % / �` DRAIN SHALL BE AT CB SECTION G..Z W-394401 A g AND VERIFY LOCATION AND , "' '^ T I- - - - - - IR tEaD (R-0 J ssTn"ASTE W/ DOWN TURNED ELBOW TO INVERT PRIOR TO w 31 LF 12" 1' I \ -- - - - - - - ' BE vaul�®PREVENT OFF GASSING CONSTRUCTION OF ANY DI W I% 45 -` - - - \� - RIM=348.6' IN COMPLIANCE WITH CITY OF RENTON STANDARDS W PORTION OF THE SEWER I 1 �I, 16 LF 2" FIRE 4 PN_ -- 147 LF 12' - ' 15 LF 12° o /// ,/,9 A SYSTEM: .SERVICE _ _ 121 LF 8" FVC _ WITH PSE TO RO O J I 21 LF 1 WATER I FRAME AND CO -PER WSDOT DI W DI W N GAS LINE CROSSING f;f I 1 m� 55 04.9% D PLAN 8-30, 70 03 - � (1) 12" 45' BEND (MJ) �5 Q CONTRACTOR TO COORDINATE '3?" 4'"'v - CO C THRUST BLOCKING OvR n a . j 2" FIRE SERVICE CONNECTION . 16 LF 6" PVC SDE . _ •� d: i Al6 73.i �" 8 DDCVA LOCATED IN BUILDING SEWER 02.0% MIN w z 6. () ( )a Q ABANDON GAS L[,6"N_5=3.719I� I , METER E AND i �" �I SEE MECH FOR CONTINUATION .STA 10+92.3 A W 4E3 6" E) 33 t : • ntu.n 1 12" 11.25 BEND MJ 6 ':'^:fWPiYt?-�''raP; IE 8"=337.94' ro� RE3 "cw ,q O, °`''uv m'CONC THRUST BLOCKING ~ S ... ADDENDUM #3 4 28 17 A 1932 First Ave ADDENDUM 4 5 5 17 °'"" ",zo w�;>'ly = V Sulte 201 PERMIT REVISIONS 5 5 17 ormm rnz 1"=20- ., CITY OF SUNSET COURT APARTMENTS "s/s/zon Seattle, WA 98101 CONFORMED SET S 19 17 Lip Mug. '� RENTON 1144-1158 HARRINGTON AVE NE p. 206.725.1211 PERMIT REVISIONS 6 29 17 SWP RENTON, WA 98056„, f. 206,973.5344 "=-I DATUM z INNFINAL PERMIT SET 7 13 11 �: �."c � . Planning/BMilding/Public Works Dept. C4.0 1 2 � engineering pllc www:IPNenglneenng.com NO. REVISION BY DATE APPR wrnam UTILITIES s"cer: 14 an78 .i WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PERAWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS STD. PLAN 300.0 - +_ + DEPARTMENT WATER PLAN GENERAL NOTES MARCH 20t C NTS COR STD PLAN 300.0 - WATER PLAN GENERAL NOTES MARKER MARKER ° a TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS 4" RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER t e ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET MARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) STD. PLAN - 310.3 n� PUBLIC WORKS ' "�•` ' DEPARTMENT HYDRANT MARKER LAYOUT i'NTp NTS COR STD PLAN 310.3 - HYDRANT MARKER LAYOUT 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc WWW.Ipdengineering.com EXISTING WATER LINE TESTING DETAIL ±8 FT PLAN VIEW NEW WATER LINE VERTICAL CROSS(MJxFL) FOR PDLYPIGGING ONE BLIND FLANGE ON TOP WITH 2"TAP & 2'PLUG ONE BLND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC: BLOCK 2- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RD-MAC COUPLINGS 1- ADAPTER (FL X MJ) 1- PLUG (MJ) W/24 AP & TEMP. BLOW -OFF TEMP: BLOCK TER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL EXISTING WATER LINE tiZY O PUBLIC WORKS + + DEPARTMENT 1 n v 1 a AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D:I. SPOOLS FINAL CONNECTION BY CITY FORCES CONNECTION TO WATER MAIN CUT Ste' PLAN - 300'3 IN -LINE TEE & TWO VALVES 11-1/4' BEND CAP IJARCH 2O10 NT2 COR STD PLAN 300.3 -CUT IN A 22-1/2' BEND 45° BEND TEE 90° BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90° 45' BEND 11 1/4° 90° 45*BEND 11 1/4° 90° 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2° BEND TEE CAP OR PLUG & 22 1/2° BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 B. 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' TRUST BLOCK BE. REA REFERS TO . .4CE OF BLOCK M IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2`). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. �► PUBLIC WORK .� DEPARTMENT �NTp ( L CONCRETE BLOCKING FOR STD. PLAN - 330.2 HORIZONTAL AND DOWNWARD VERTICAL BENDS JIARCH 2O10 HTS COR S D PLAN 330.2 -CONCRETE THRUST BLOCKING ADDENDUM #3 4 ADDENDUM #4 2 PERMIT REVISIONS CONFORMED SET 4 PERMIT REVISIONS FINAL PERMIT SET �vl NO. REVISION FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. �17) EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK f OR PLANTING STRIP 36" MIN m/��� COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING THRUST BLOCK � MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. t �X 6" GATE VALVE (FL X MJ) AWWA C-509° RESILIENT SEAT \:>DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS / MIN 3' RADIUS a 1 ONE MAN ROCK 6� 11 1 l 6 6° r %i L CONCRETE PAD 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL N Y STD. PLAN - 310.1 PUBLIC WORKS FIRE HYDRANT ASSEMBLY �=DEPARTMENT N p MARCH NTS COR STD PLAN 310.1 - FIRE HYDRANT ASSEMBLY WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90° BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN 2" CLOSE NIPPLE f PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90° ELBOW 2" 90° ELBOW XNN,� 2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY STANDARD 8" TOP SECTION, CO. 6" MAX. GROUND LINE CONCRETE SIDEWALK ` WITH REGULAR BASE SECTION �( w LENGTH TO FIT. fT t 2" RESILIENT SEATED GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG 11 AND 2" 90' ELBOW o a ono a�oo INST/1LL 4 MIL POLYETHYLENE o v�0�°� o0 oT °o� o 18' MAX. C" o 0 PLASTIC COVER OVER WASHED o 0 0° o00 °oo ° 0 o 0 GRAVEL. CUT HOLE FOR PIPE 00 000 000 ° �� Q � 0 0 0 O 0. o� O 0 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN �SY O A PUBLIC WORKS �NTo� DEPARTMENT 4 28 17 5 5 1 7 SURVEYED: 5 5 17 DESIGNED: LJP 5 19 17 6 29 17 DRAWN:SWP 7 13 17 CHECKED: BY DATE APPR APPROVED: ELEVATION 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2%2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90° ELBOW. 2" 90° ELBOW Call 3 Working Days Before You DIG! .a '1-800-424-5555 CITY OWNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED MAXIMUM PIPE LENGTH FROM PROPERTY LINE TO DCCVA MUST NOT EXCEED 50 FEET 4 4 CONCRETE BOLLARDS 02 03 . o, Q3 10 T BUILDING WALL • • 5 FT. MAX. O 7 7 r � @)a � W Q w U U } N O r W r z E W J J O I O m 0 Q ¢ Q 7 O z w 3 w o Zs 4 INCH 48 INCH 13 2 11 J CO w Y 0 DDCVA MUST BE INSTALLED IMMEDIATELY AFTER PIPE PENETRATION THROUGH BUILDING FLOOR SLAB.li� ROOM IN WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND FITTINGS SHALL BE RESTRAINED WI-H SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 18" LONG SPOOL (FL x PE) FLANGE COUPLING ADAPTOR APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. ADD WIRING IN ACCORDANCE WITH L & I 0. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH 'SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 1. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 2. 4"x 4" x 6" BULL, ELBOW, THREADED 3. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS Y4 FLARE TEST COCKS WITH Y4" FLARE CAPS. PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY: "DO NOT BLOCK ACCESS" STANCHIONS BOLTED TO FLOOR. ti INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 PUBLIC WORKS LARGER DETECTOR DOUBLE CHECK DEPARTMENT VALVE ASSEMBLY MARCH 2O10 NTS OR STD PLAN 360.5 - CHECK VALVE ASSEMBLY 2" BLOW -OFF STD. PLAN - 340.1 PERMANENT ASSEMBLY MARCH 2O10 IT 2" BLOW -OFF PERMANENT ASSEMBLY7 SCALE: 1 20 1988 HOR ZONTAL: NAD NAV019 3/1991 a CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY REMOVABLE WATER TIGHT COUPLING A" DOWNTURNED'ELBOW - t21 /n x g t� Z 6" Ll< Cn 0 0 L Lj a. do r 0 0 w DOWNTURN ELBOW C ETAIL_ V / qT O owl r Q J 7iJ NTS Sketch CSK-001: locate on sheet C4.2 ♦^ -394403 W z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS i- DEVELOPMENT ENGINEERING WATER UTILITY Ann Fowler 07/1 3/201 7 Abdoul Gafour 07/13/2017 Q SUNSET COURT APARTMENTS 1144-1158 HARRINGTON AVE NE RENTON, WA 98056 UTILITY DETAILS a i- O DATE: 5/5/2017 U FlELDBOOK: i- PAGE: W DRAWING NO: C4.2 z SHEET: 1 G OF: V 1 4 N N N i 3: .. ' . ..' .. so .. .......... GRADE .. t '. .. .. Sp#i w g :: 0:1 < .. 12 STORM ':EXISTING 5D#25 :.. .GRADE 3.. STORM .. Sap Dii w . a. :: SD28 :: - .:,Sp#30 F w-. SD#31 . .'...:....�_'_'_.. CROSSING -! ' .v__. _. .... ...... .. ... ........ - .. -- _--_ - - -- - .. .. ° q,t f� .: ....,:. ..:..... - - -- _'- -- -- - ---1--- ... _:_.: _. _ .. - -- _ s ----'�---- -- —'—' — - - - - .'._._$ ... STORM is .:'W - -.:.-) m -. 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NC:� . 10 b .:..:.:..: ... 2 ow.... . .. a a : ::da: . : :.... .a a.......a . ...... .. 50 MS M .......M .... ... .......M MM ......MM........ ..... ... .. ... .. ..... .. 0 0:::: o :::::::ad:: :8 :: :0 0 LL: .... . ......d ...... .0 0 .0:: ro :.:::::WW w W .W .. .W. ..W W W .W . W 310 -..M. .._ ....... . ._.._...... _......... ._ _.. .... .315 . ' 55+00 56+00 57+00 58+00 I I'=20' HORZ.; I'=10' VERT, /"� I WATER LINE PROFILE L 1932 First Ave Suite 201 INN Seattle, WA 98101 p. 206.725.1211 f. 206,973.5344 engineering PIIC x Ipdeng1,.rIrgs ADDENDUM #4 5 5 17 01A£1p'1 1 PERMIT REVISIONS 5 5 17 1 "=20' " CONFORMED SET 5 19 17 UP 4 PERMIT REVISIONS 6 29 17 SwP FINAL PERMIT SET 7 13 17 c«�"`5=i DATUM NO. REVISION BY DATE APPR SC �ccoao rv¢+ 7tvCITY OF RENTON Planning/Building/Public Works Dept. Call 3 Working Days Before You DfG! %2 1—800-424-5555 NOTE: 12" MINIMUM BETWEEN PIPES AT CROSSINGS. IF LESS THAN 12', PLACE A 6" ETHAFOAM BLOCK BETWEEN PIPES. CITY OF RENTON MONUMENT NO, 57: 3" BRASS DISC W/ "X" IN CASE AT INT. NA OF NE 12TH ST. & EDMONDS AVE. NE. ELEVATION = 326.43' (99.496 METERS) 1"=20' HORZ.; 1'=10' VERT. SEWER LINE PROFILE 1 ` i� I•- il i _ 684 i N L L� AS -BUILT NOTE: 12" MINIMUM BETWEEN PIPES AT CROSSINGS. IF LESS THAN 12', PLACE A 6" ETHAFOAM BLOCK BETWEEN PIPES. CITY OF RENTON MONUMENT NO, 57: 3" BRASS DISC W/ "X" IN CASE AT INT, NA OF NE 12TH ST. & EDMONDS AVE. NE. ELEVATION = 326.43' (99.496 METERS) S-394402 W-3 94402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUNSET COURT APARTMENTS 1144-1158 HARRINGTON AVE NE RENTON, WA 98056 UTILITY PROFILES 5/5/2017 °w"°C 4.1 15 "1a 1-w 00 t9 0 0 O O Q I (V O 0 0 I HER= N06 MOMS LAMMMM72W N-O�A LCNMtME-lMO'5&~ IN 211-.. C7 SIRElLOff N06 48MM LAIRMU73MU71' N LBOMM-12215r55.?IM* W Z� t v 1 V 41. i INN- I 3,1: MY FAC-0* 1C V' N, M� Z 1, T:� f II I 0, . . . . . . 411 2 VAJIL:1. ;F z) 6 4 V"yr 'I.VE I j jj 0 ill' LNO CA,I�jl 11, W4 "OU h� f I1IN I NA A vv Yll ll) 12" C-A�L VkVL j 4 Ov 42684 (j, LAt4\ u.,:("ORY."r j 0) (1) ' All -- - - -------- 7 J,-L 6,, r"Ll., L i.. 1 i. .... .. I AS -BUILT I 11-w", IN COtAPLIANCE WITH CRYOFRENTON STANDARD$ LY� BY, lz� 4 J llyw - ------ sy� BOO,