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Home My WebLink AboutzS-3083SetW 5 O I I I i LLJ O Cc ! O • �i I DALEY- MORROW- POBLETE, INC. U WA y 726 AUBURN WAY '.N- AUBURN,i WA 98002, of of LLI CHECKED FOR COMPLIANCE TO CITY STANDARDS RECOMMENDED FOR APPR 4, :' ze PHONE: (253) 333 -2200, FAX: (253) 333-2206 V1 is 03 o Date z/ � W w 2�7�Q3 F�9F \�4 ENGINEERING - SURVEYING D BYj, /[ S �a6® - I / W STA. 6 +07.08, 7.00' LT. STA.. 6 +64 :61, 7.00' LT. - wwps' !ed? Date BY ,�. O � EXPIRES 5 JAN 2004 o Po aced scaNror o MAR 2 8 2 �3 EXISTING BUILDING HDANC 1 - 10" TEE (FL) 2 - 10" G.V. (FLXMJ) 1 - 10" CAP (MJ) W /2" TAP' B.O.V. ASSY. art - ss -loj! I I- f4 1 c iJ, S 36cP�0/' C w - Sea O >. �• ) ,-a Z In"' 1 - 10" ADAPTER'(FLxMJ)� .BLOCK 1 - 2" BLOCK II 4 RVOLL � Fig RR i I � { / /iii / /�iiLLL111L��L\ o 1, P54 I If WO o 0 0 0- o - -- _ - - 0 - NW05124N--T T,226 o o o 0 0 o 0 0 0 E _ f r - - - - - - - - - O - I C.O., RIM I.E. = 407.0 411.00 C.O. RIM = 411.00 C.O., R M ° •r i, Z I.E. = ,407.00 406.28 - - - Z C.O., RIM = 409.80 I I.E. = 405.80 SLD 1 +18.40, -G 8.25' I_T. BLD -E 1 -1/2' BLD -D ( ^ p C.O., RIM = 408.50 W SSMH No. 2 SSE ®2% I BLDG -K 10" 4i' BEND MJ ( ) BLOCK I W -M• 1" A.R.V. ASSY (�:) I C.O., RIM = ¢10.28 l.E. = 406.2 8 a t o a .e I.E. = 404.50 I F 10" o = W STA. 0 +86.08, 20.95'LT RIM= 410.001 - - C b 0 t I J D.I. D :I. CL. 52 _ _ OT 7d I.E(IN)= 400.30 ;.E.(OUT)= 400.20 I C.O., RIM = 409.80 I ." • h Z.:. ¢ i> E. 07 00 E _RI 7 00 ` n SSE 02% BLDG -A _ I.E. = 405.32 ' I 6 +07.08, 8.25' RT. 4 (J M [ J a - • ° , z 1 - 10 90' BEND (MJ) BLOC `- r ° 2% MIN. }.: `[ r.. N . M C.O., RIM _ 408.50. I.E. = 08 r� " O1. 1F 110 D_I GL 5 b e ' I i 251:SLF - PVC ®0:52% I. z ... • C. .° _ • 8.8 a m o i o 2 IN i M - - - _ ,, • 7.:':.: -. sa . -; a __ ? : :: ..T z - - -- W se Lu :.._ :r .: L J I - - - r, �FI= 0 0 o E GRAPHIC SCALE 20 ao A b I C.O.. RIM: 409.20 I.E. 405:20~ova 0 +78.82. 2.01 RT. r" : o " I R:' RIM _ = 4 • C4 ` 1 >® -; c1 SSMH No. 3 I I p O Q 3v (� a J 20 o Io z 1 - 10 45 BE (MJ) " I • C.O., 410.30 `C.O.. I.E. = 405.30 O : _ m �a a' STA. 3 +25.31. 1.75'RT = RIM= 409.00 � F� I z ' -I.i IN BLOCK • O _ C. ., ,RIM = 410.00 ,RIM I.E. _' 406.30' C.O. RIM 409.30 ``� :::: -� I.E.(IN)= 401.70 2 E- �a (L W a ( eseT) 41:8 LF 10" I.E. = 406.00 D.I. CL 52 I I 410.30 i I.E. 405.30 4 I.E. T)= _401.60 , r-.) 1 . inch = 20 ft. I 23:9 LF 10 ". C.O., RIM I.E. - 406.30 5 +71.67, 17.7' LT. FH.JINO: 1 1- -I '.. ¢ 3 v€ BLDG'' -J L a D.I. L. 52 BLDG -H I I I BLdG -C... z m I BLDG -6 '..\E C.O., RIM = 409.20 I. t 0 +53.68, 16' RT. BLDG -F I- a I I.E. _ ,405.20 2 .M N F.H. NO. 2 a °uNi �`° - - .2% MIN. - - - - .•C _a. \. '; II i ( ? C -39 LF D.I L. 10-- 52 100 6.00F.H. ° - - - - a No �. .- - - �... _ 397.34' LE: 4o3.as _ 0 +53.6@, 5.00 RT.. .1 PROJECT $ - x 1 - 6" GATE VALVE (FL) 0 F H ASSY. PERMITAT ) - - -- w - - 1 4" �1.V BLOC w w w r 1 N. E. 3rd T. w -w- 5+71.67, a 25 RT. w w I- 254 8U` - 8 "PVC 3.91 ®% 'o 70 2LF`=- 8°PV��$5'7 o - - -- - - - (, } \ - - 1 10 x6" TEE (MJxFL) o �AYVF(FiM_Il- o o� - - - -- . BLOCK - II = _ -_` - -• __ _ _ a 11+11.41, 14.23' RT. FIELD VERIFY) �i SSMH - - - CUT -IN BY CITY FORCES: St6 cwvkw{oH 2- RIM = 407.80 13 +57.94, 14.23' RT. (FIELD VERIFY) 1 - 10" TEE (FL) .~ IF = 399.1(W) '1 10 "x10" WET .TAPPING .TEE (MJxFL) 10" D -L 2 -10" G.V.'(FLxMJ) - -N NEW I.E.(IN) =,399.20 SSMH No. 1 1 10" TAPPING VALVE (FLxMJ) APPFUXCWATER MAIN LOCATION PLANS 1 -10" SLEEVE (MJ) -•)J STA. 13 +72.93. 4.23'RT 1 10° SLEEVE (MJ) PER UtY OF RENTON AS -BUILT SSMH No. 4 1 - 10" VERT. CROSS (MJ) F. H. I >< RIM= 408.801 1 10" VERT. CROSS (MJ) .STA. 11 +21:40, .4.23' RT. 1. - 10" ADAPTER (FLxMJ) iifi ti ow) w a P. LE.(IN)= 399:70 'BLOCK, (SEE CONNECTION DETAIL) svkm 12, RIM- 406.841 LE.(IN)= 403.67 BLOCK. SSMH No. 5 0.. I.E.(OUT)= 399.60 I.E.(OUT)= 403.57 NOTE: FIELD VERIFY WATER STA. 10 +24:74, 4:23' RT. Bib LINE DEPTH PRIOR TO RIM= 408.621 ( E7<�St1>1a @g gp p¢ CONSTRUCTION I.E.(CTR)= 404.11 n )Z 'D.Z: 3 8 g #NOTE - I.E.(OUT)= 404:06 W 1.tEn- 1. THE TWO EXISTING HYDRANTS SHOWN ON THIS PLAN SHALL I I o_ ad BE RETROFITTED WITH 5- INCH.. STORZ FITTINGS. . i �.q1bu�� I I I i Z O �i DALEY- MORROW- POBLETE, INC. WA y 726 AUBURN WAY '.N- AUBURN,i WA 98002, of of CHECKED FOR COMPLIANCE TO CITY STANDARDS RECOMMENDED FOR APPR 4, :' ze PHONE: (253) 333 -2200, FAX: (253) 333-2206 is 03 o Date z/ � / D6ull � *4' W Mf-' ��7 Date- w 2�7�Q3 F�9F \�4 ENGINEERING - SURVEYING D BYj, /[ S �a6® i LAND PLANNING I / W - wwps' !ed? Date BY ,�. '� � EXPIRES 5 JAN 2004 o Po aced scaNror o MAR 2 8 2 �3 Z art - ss -loj! - c iJ, S 36cP�0/' C w - Sea O >. �• ) 4 RVOLL � Fig RR i I � { .. 1, P54 _____.._..._ ___ -_. ._ __... -..1 ____.. __._ . __ -_. ..._ -__. ,__- _ -__.. N m HIGH POINT 00"V = 41040 w 6 415 f oo.00' vc ° : ° W x ° \ I NOTE: FILL AND COMPACT ROADWAY { { O Imo. o I o .60.00' Vc HIGH POINT. ST4 -1-+70.85 I PRISM TO FINISHED SUBGRADE BEFORE .s m > p_STA-=,1+47.85 m EXCAVATING /TRENCHING FOR m C� ! NOTE: FILL AND COMPACT ROADWAY e F w pow POINT ELEV = 40e90 ?�� nn �PVI ELEV 410.76 PRISM TO FINISHED A HED SU GRADE BEFORE LOW POINT STA = 0+6020 °a° - A.D. -3:70 °r INSTALLATION OF NEW WATER LINE Q m F k 1.1.1 o rn S PVI STA = 0 +67.85 +g m K 27.04 J EXCAVATING/TRENCHING CHING FOR n R a m m PIA ELEV - 408.60 W° '/ > r o INSTALLATION OF NEW WATER LINE < g rn r� rn A.D. = 4-30 Y> c~ K = 13.95 U= ,i o < NNW I� > a O 410 m x T - w 4,0 N S - - -- - / P O Z a I I I. a s 1 8.25' LT.\ -! I N 8 0. n I 1 +18.40, 8.24' LT. 1" A.R.V. ASSY. a �M 1 - 10" 45' BEND (MJ) SSMH No. 4 Tm,^, 0 +78.82: 2.01' RT. 201.8 LF 10" D.I. CL 52 ' +22 0" TEE (FL)!\ E--� STA. 5 +04.23, 1.75 LT. h < +g i - 10" 4:-.' BEND (MJ) BLOCK j 2 - 10" G.V.. (FLxMJ) RIM= 406.84* I.E.(IN)= 403.67 W I z� BLOCK j 1 - 10" ADAPTER (BLOCK - -5 +71;.67, 8.25 RT. 1 1 z 23.9 LF 10" D.I. CL 52 I .- I.E.(OUT)= 403.57 1 10 "x6` TEE (MJxFL) i; �< Q O 39.5 LF 10" Z Z - 6 GATE VALVE (FLxMJ) I : <v' $ D.I. CL. 52 e d 1 5 1 /4r'.M.V,O. F.H. ASSY. .I BLOCK 41.8 LF 10" P� - - - - - - - -- o D.I. CL 52 405. _ -- - -- 1 W 92.8 ' 8' PVCe 6 +07.08, 8.25' RT. k 0 +53.68. 5.00'!RT. _ g 0 +14.23, 5.00' RT. (FIELD VERIFY) 1 - 10 "x6° TEE (MJxFL) 6 co j 1 - 10° 90' BEND (MJ) 35 31 LT.' 1 - 10 "x10" WET TAPPING TEE (MJxFL' I I 1 - 6" GATE VIALVE FL - 3+ BLOCK ( ) 10" 90' BEND MJ 5 +14.23, 8.25' RT. (FIELD VERIFY) 1 10" TAPPING VALVE (FLxMJ) i i. 1 - 5 -t/4 M V.O. F.H. ASSY. I BLOCK ! CUT -IN BY CITY FORCES I 1 - 10" SLEEVE (MJ) BLOCK 35.4 LF 10" 1 - 10" VERT CROSS (MJ) s L) i D.I. CL 52 1 10" TEE (F 2 - 0 G.V. (FLxM l) I, SSMH No. 3 BLOCK (SEE CONNECTION DETAIL) 15LF - 8" PVC ® 0.52% a`o, 1 - 10" SLEEVE: (MJ) m o : 1 - 10" VERT. CROSS; (MJ) 'STA!. 5+97.RIM= 75' Ll'. :. ow - 55 :3 LF to- I RIM= 409.00 ALIGNMENT 'B' m 1 -. 10 ADAPTER(F'FxMJ) I.E.(IN)= 401.70 ! SCALE. 1" 20' (H.) �„ = 2.(V -) 0.54% D.LCL... 52 :I - 8 ..PVC.® --- - --- O .60 92.8LF C) 3::2 E 400' ( )- - BLOCK I.E. OUT 401 Roo r SSMH No. 3 j .71.i o o o ° STAH0 +04.23; 10.00' LT. ',.': I : 25 31 4og.0T _ - o STA. 3+ RIM , 409.00 e �. W as RIM -- 408.80±.. I.E.(IN)= 401.76 a I.E.(IN)= 399.70 LE.(oUT)= 401.60 6 +00 I.E.(OUT)- 399.60 m'E LRIM= SSMH No. 2 E STA 0 +86.08, 20.95'LT o2w ? n n 410.00± ® - - -- �I <+ I.E:OUT)4aoo20 ALIGNMENT 'A' o0 _ aC7 Z II SCALE: 1 � 20' (H.), i" = 2' (V.) - -- I oa ag a g ag o ! J 1 +00 00 s +oo I x_ -- - -- 410 13 +57.94, 14.23' RT. (FIELD VERIFY) II i II 1 10"x10" WET TAPPING TEE (MJxFL) -� ' 405 �.-11i- ......-- :--- .._. --- - 13- - _.___1405: 1 - 10 ". TAPPING VALVE (FLXMJ) '�.. � 11k11.41, 14 :�23�IFT. (FIELD VERIFY). i I C : P3 Cl1T IN__9Y CITY FORCES r 1 ! 1 10 SLEEVE (MJ) : F 10 ". VERT. CROSS (MJ) _ 1 10 TEE (FL) 1'`j Q Q Q BLOCK. (SEE CONNECTION DETAIL) 2I- 10" G.V. (FLxMJ)'i 10 SLEEVE (MJ) 1 10 VERT. CROSS (MJ) 405 SO CROSSING- - - - -- - 1 10 ADAPTER (FLxMJ)- -- - - - - -- -- - --- - - Lr .. - ;�` BOCK- 00 0 0.501 I 9617 LF 8 C9 SSMH No. 5 j i W f STA 10+24.74, 4.23' RT. Qo 400 i .. _ r. 400 I - - -- 2 RIM= 408.62± f, I �I NOTE: FIELD VERIFY WATER I'E. OUT) 404.06 SEWER CROSSING i; SSMH No. 4 ( ) I.E. = 400.37 STA. 11 +21.40, 4.23' RT. LINE DEPTH PRIOR TO CONSTRUCTION RIM= 406.62± SD CROSSING I ' I 12 +00 I.E.(IN)= 403.67 11*00 10fC = 403.57 - - - - - - I.E (OUT) f l% _ - 400 t. i - 8 "PVC!® 0.57 %, 70.2LF SSMH No. 1 STA. 13 +72.93, .4.23' RT __.. _._ __ -._ -_ !� ---- __..--- _.. ---- i__- / - - RIM= 408.80± 1 ! S5MH I.E.(IN)= 399.70 I I, -j -RIM = 407.80 I.E.(OUT)= 399.60 NE 0 395 - ;: 3s5 IE 399.,(W) 32'd COURT j, - ) lz i1... 1.. ,, NEW I.E.(IN)= 399.20 SCALE: r' 20. (H) 1„ 2` (v. DALEY MORROW- POBLETE INC. ". I - ) L. Oq 726., AUBURN WAY N �WASI, /- AUBURN. WA . 98002 : 1 '. a CHECKED FOR COMPLIANCE.`':. H -ON E' (253) 333 2200: FAX: (253) 333-2206 TO CITY STANDARDS RECOMMENDS _ FOR', APP A F'eN� �s.✓ 3258 e 4 Date F ENGINEERING - SURVEYING aI ogo 0 0 ° a ' Date ffS S Q D LAND PLANNING Y a B u Z ALI G N M E N' t a 13 + 00 Date BY EXPIRES `9 ,AN zooa SCANNED MAR 2 8' 2003 r T 'C' O I,. +oO s +oo SCALE- 1" = 20 (H.),.:1' - 2 (V.) 9 +00. wP -t7 -tom 3 ws�p_i1' -rdf 0D��.'- 3ac� ?s� �w-�'6�302 <eatiC'j'H�) �c�cll � v ti i k717 1.1 :I F , 2 0 6 SANllARY SEVER NOTES SIDE SEWER NOTES o WATER NOTES LL.1 9 N 1 E WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF.. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF RENTON 1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNEC- ' RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE LATEST STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE - TI SIDE SEWER PERMIT MUST BE PURCHASED. FROM THE w EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED WSDOT /APWA STANDARDS AND SPECIFICATIONS. CITY OF RENTON PUBLIC WORKS DEPARTMENT THE CHARGE:PER BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON S SINGLE RE IDENTIAL CONNECTION IS $20.00 CAUTION VALVE BOX'SHOULD NOT REST ON PIPE.. p, 0 SITE AT ALL TIMES DURING CONSTRUCTION.: 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO LATER COMPACTION IN AREA OF VALVE BOX COULD W 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE, APPROVED IN 2 TYPES OF PIPE AND FITTINGS THAN CAN BE USED FOR.. CAUSE THE BREAKAGE OF THE SERVICE. RIGHT -OF -WAY SHALL BE LIMITED WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24. HOURS IN ADVANCE THE SANITARY SEWERS SHALL BE'.. APPROVED' BY THE DEPARTMENT OF, PRIVATE PLUMBING 2. THE HOURS OF WORK IN THE STREET _ TO 8:30 AM TO 3:30. PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 'SHALL BE NOTIFIED 24' PUBLIC WORKS.. RUBBER OR' NCOPRENE': GASKETS AS 'SPECIFIED 10' MIN. 9 SHALL CONNECT HERE WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL HOURS IN ADVANCE. BY THE MANUFACTURER, SHALL BE USED ON JOINTS: - U� STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE 36-MIN. W DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE 3.. ALL CONSTRUCTION SHALL BE ACCORDANCE WITH; "STANDARD SPECIFICA.- 3 '.A MINIMUM!GRADE OF 2'PERCENT. (1 INCH P -tR FOOT) MUST �I DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASH BE MAINTAINED: THE OWNER MUST GRANT A GRADE RELEASE TO 0 4 COVER ADVANCE. INGTON STATE CHAPTER' AMERICAN .PUBLIC WORKS' ASSOCIATION, LATEST' THE' CITY AND THEN CAN INSTALL 6 INCH PIPE AT A: GRADE OF Q O EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS, 1 PERCENT. �-�•i 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND r h•�•1 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT 4. CALL THE UTILITY DEPARTMENT FOR WHEN :BUILDING I Q AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND SEWER IS READY FOR INSPECTION AND TESTING. BUILDING .SEWER UTILITY LOCATE CALL 4$ -HOUR LOCATORS, 1 -800- 424 -5555. CORRECT LOCATION SO AS TO AVOID DAMAGE .OR DISTURBANCE. IDE AT THE BUIDLD TUG.' DOYNOTPBAICKFALLONTHE I 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE 5. A PRECONSTRUCTION CONFERENCE'. AND A: 24 .HOUR NOTICE SHALL BE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR.. FINAL' I� Q CONFORMING TO AWWA C710 AND C711 OR LATEST REVISION, THICKNESS REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE APPROVAL WILL BE GRANTED AFTER THE EXISTING SEPTIC TANK o 1 2 3 6 7 7 w CLASS 52: CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS TO HAS BEEN PUMPED OUT AND FILLED WITH SAND. 5 CRUSHED ROCK: BASE �. AWWA MECHANICAL OR .LATEST REVISION_ PIPE CLASS TO BE PUSH -ON OR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A TO SUPPORT VAULT. ALL DUCTILE IRON REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S 5. INSTALL SIDE' SEWER WITH 24 INCH MINIMUM COVER. 18 8 AT ST FOR 1 1/2" RT WITH EFTFR LOCATED IN RIGHT -Of -WAY H>: 111N0 ^+10EWALK MECHANICAL'JOINT. BEDDING TORE CLASS C. L RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE IN COVER IS ALLOWED AT THE BUILDING IF OUTLET IS SHAL- MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT -OF -WAY BEHIND SIDEWALK Yi PIPE INSTALLED SOUTH OF SUNSET BLVD.. (EMPIRE WAY, SR 900) AND `^ 1. 2 TAPPED TEE. WEST OF SIR 167 (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESIS- OF BACKFILUNG ALL CONSTRUCTION. LOW. TIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 1. 2° TAPPED TEE 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND 6. IF SIDE SEWER IS NOT AVAILABLE, THE OWNER'SHALL BE 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (:SIFT). STANDARDS.' 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). SEQUENCES OF .CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS RESPONSIBLE. FOR IT'S INSTALLATION. THE SIDE' SEWER IR N AN DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, ON THE CONSTRUCTION SITE. : SHALL BE A MINIMUM OF 6 INCHES IN SIZE If TEE IS NOT 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED ENDS, SQUARE 3. 2" DOUBLE DISC GATE' VALVE .(FULL OPENING FOR TOPPING) WITH THREADED ENDS, SQUARE \ E°� 5. CAST 0 D 'AVAILABLE THE MAIN SEWER LINE MUST BE TAPPED THROUGH 4 OPERATING NUT AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE B090). Z Q,' PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH OPERATING NUT AND VALVE. NUT EXTENSION IF REQUIRED (DWG BR41/ PAGE B090). ANSI' AWWA C110/A21.10 -82. CEMENT LINING SHALL BE IN ACCORDANCE 7. IT SHALL BE THE. RESPONSIBILITY OF THE .CONTRACTOR TO OBTAIN. CAST IRON SADDLE ALL WORK WITHIN STREET RIGHT -OF -WAY STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR: 4. TWO PIECE CAST LUG" TYPE ..BOX. STANDARD e" TOP SECTION WITH REGULAR BASE SECTION, WITH C104/A21.4 -85: IF FITTINGS ARE 3 INCHES TO 12 4. TWO PIECE CAST IRON VALVE BOX: STANDARD 8' TOP SECTION WITH RAGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COPJER. i INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS - LENGTH TO FIT 2Uj;; TY,PPE, COVER. SHALL'. BE IN ACCORDANCE WITH EITHER' ANSI /AWWA C710/A21.10 82 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT 7. ALL WORK SHALL BE ACCOMPLISHED N ACCORDANCE WITH SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACE. 5. 2" X 1. -1/2" HEX BRASS BUSHING (MIPT X FIPT) o OR ANSI /AWWA C153/A21.53 -84. 3 INCH TO 12. INCH. DIAMETER FITTINGS 5. 2 BRASS BUSHIN&-(laIPT�x FIPT) 2. EACH 11/2" BRASS OR BRONZE. NIPPLES I LENGTH, THREADED ENDS: (WISHA). 2 EACH BP.ASS DRBRONZE NIPPLES 6" LENGTH, THREADED. ENDS WHICHHAVEMECHANICAL JOINTS AND /OR FLANGED JOINTS 'SHALL BE 2 EACH 1-1/2"-90' BRASS OR BRONZEELBOWS.(FIPTXFIPT) W IN ACCORDANCE WITH. ANSI /AWWA C710/A21.10 -82.OR A COMBINATION OF 9.:A COPY OF THESE PLANS MUST BE ON THE JOB '. SITE WHENEVER CON- AND BEDDING FOR SIDE SEWERS_ IN : 2 EACH 2" - 90° BRASS OR, BRONZE ELBOWS (FIPT x'. FIPT) '�•I ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21:53 -84 SUCH THAT SHE STRUCTION IS IN PROGRESS.. 5. ALL TRENCH BACKFILL RIGHT-OF-WAY SHALL CONSIST OF 5/8 INCH MINUS ° , - _ $: 1 -1/2" (MIPT) X COMPRESSION FITTING, FORD CB4 -88 OR EQUAL. CO PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN 6. 2 (MIPT) X COMPRESSION FITTING, FORD C84-66 OR EQUAL 7. 1 -1/2 SOFT COPPER TUBING TYPE NG, LENGTH TO FIT. W ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN CRUSHED ROCK.: 7- 2" SOFT COPPER TUBING TYPE "K', LENGTH TO FIT. AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN 8. 1 -1/2 ".PACK-JOINT 90° ELL, FOR FORD L44 -77 OR EQUAL. FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH 8. 2" PACK -JOINT 90° ELL. FOR FORD L44 -77 OR EQUAL. IGNED 8Y A LICENSED PROFESSIONAL ENGINEER OR LICENSED ANSI /AWWA C710/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH STAMPED AND S SECTION 53 -5.3 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 PROFESSIONAL SURVEYOR. 9. 2" CUSTOMSETTER WITH. BY -PASS FORD VFH 77 -12B X 17 -3/16' OR EQUAL, WITH FLANGED 9. 1 -1/2" CUST'OMSETTER WITH BY -PASS FORD VFH 68 -12B X 13 -3/16" OR EQUAL, WITH. FLANGED OF ANSI /AWWA C110/A21.10 -82 .SHALL BE OBTAINED BY THE CONTRACTOR AND ANGLE VALVE. AND PADLOCK WINGS ON INLET, AND ANGLE .CHECK VALVE. OUTLET, BALL VALVE ON ANGLE VALVE. AND PADLOCK WIN WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON TRANSMITTED TO THE OWNER: 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND. OUTLET. BYPASS WITH PADLOCK WINGS: CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET- TRANSMITTED LAYERS WITH A. LOOSE. AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 10 RIGID METER 'SPREADER TO BE. SUPPLIED AND INSTALLED IN . METER SETTER BY CONTRACTOR_ �' O AT VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON' 10 RIGID METER .SPREADER] TO BE SUPPL[EI). AND :INSTALLED IN METER SETTER BY CONTRACTOR. '. a,,. 6. GATE _ INCHES, THOROUGHLY TAMPING EACH 95�iPERCENT OF MAXIMUM i 0: I WITH BRONZE WEDGING DEVICE AND FOR ONE PIPE DIAMETER'.- 11. WATER METER SHALL BE ".SUPPLIED AND INSTALLED BY CITY OF RENTON UPON. PAYMENT OF ALL CONTRACTOR- 0 ` O-RING BRONZED-MOUNTED, BOX.EO VALVE LE DISC 6 ONNEACH SIDE OF THE PIE LAYERS MUST EXTEND , 0 0 '..p 11 WATER METER .SHALL BE .SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL +° O -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM ON EACH SIDE OF -THE PIPE OR TO. THE SIDE OF THE TRENCH.MATERIALS'TO R RELATED WATER METER FEE AND SATISPACTORY PRESSURE AND PURITY TESTS - COMPLETE ?I ! RELATED WATER 'METER 'FEE'AND'SATISFACTORY PRESSURE AND PURITY TESTS. ISd m• WATER. OPERATING PRESSURE�OF 200. PSI. GATE VALVES SHALL BE .'COMPLETE THE FILL. OVER PIPE BE THE SAME AS DESCRIBED. Y c. 12 '17"X28 ".CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITE IN DIAMETER 14; MUELLER R, SHALL BE IN 2380, OR M&H. ALL VALVES 12 / `' 12 17'X2B CONCRETE METER BOX WITH 3/8'x' STEEL DIAMOND-PLATE COVER EQUAL TO FOG TITE. 0: T: METER BOX SHALL BE DOUBLE', STACKED.' ., O O•p IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER 72. OPEN CUT ROAD CROSSINGS FOR. UTILITY TRENCHES ON EXISTING, STACKED. METER SEAL CO. N 2 3Q A TAIL FOR 12° GAVE VALVE ASSEMBLY VAULT AND 1° BYPASS ACKFILLED WITH CRUSHED ROCK AND ME METER SEAL CO- 'NO. 2T. METER BOX SHALL BE DOUBLE . R STANDARD DE TRAVELED. ROADWAY SHALL: BE B �� - A NEAT ', 13. THE PROPERTY' OWNER IS RESPONSIBLE. FOR ANY NECESSARY ADAPTATION OR EXTENSION OF O INSTALLATION. CHANICALLY :COMPACTED. Cu TS THE EXISTING ASPHALT SHALL BE F-I Zw LINE CUT WITH SAW. IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST 13: THE PROPERTY OWNER 18 RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. '.E- -a 7 FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH PRESSURE) BE. PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT WATER SERVICE nr7� a CONFORMING TO AWWA: C7504-80 WITH A 6: INCH INLET AND A M.V.O. OF 5 HOT MIX PATCH SHALL BE PLACED. WITHIN 10 DAYS AND. SHALL BE PER CITY �I '. •/ �j" rr if =k D r /E DETAIL AIL I'kt U Q'i C O. INCHES, TWO 2 1 INCH'. HOSE NOZZLES WITH NATIONAL STANDARD 7 :INCH, OF RENTON CURRENT STANDARDS. 1 -I /iG AND YIA1 EIL r.JERIiE 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 73. DATUM SHALL BE CITY OF ,, y 4.6263. 1 -1 .INCH PENTAGON OPERATING NUT. OPENED BY. TURNING COUNTER RENTON. U.S.C. AND G.S. : N.T.S. \E; (LEFT). 14. ALL DISTURBED A CLOCKWISE 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE'. C COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 STABILIZED TO THE SATISFACTION O THE DEPARTMENT FOR THE PREVENTION �I OF ON- SITE THE COMPLETION OF CONSTRUCTION. C O, INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW ' O o FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED FOUN -. df9 LOWERED TO CLEAR: DATION IN ACCORDANCE WITH SECTION 7- 02.3(7): OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CON 9.' ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL : STRUCTION. THIS SHALL INCLUDE NECESSARY' LEVELING OF THE TRENCH Z BE CLEANED WITH 'PIPE CLEANING "PIGS' PRIOR TO DISINFECTION. THE BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT "POLY PIGS SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO FINISHED CONNECTION TO EXISTING MAIN' SUFFICIENT DISTANCE TO ALLOW FOR. EQUAL, 2 LB /CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE THAT THE ENTIRE LENGTH OF THE. PIPE WILL BE SUPPORTED ON A UNIFORMLY F RUBBER COATING ON THE REAR OF' °PIG" ONLY. PIGS° SHALL BE DENSE UNYIELDING EASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END'. THE CITY VALE AND BELOW THE PIPE. l6 ICI ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. (Op 1lx10" TAPPING TEE (MJxFL) 9A: ALL WATER- -MAINS AND SERVICES SHALL BE PRESSURE TESTED PO 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER EXISTING IN D.I. MINIMUM OF 200 PSI OR TbO PSI 0'•ER OPERATING PRESSURE, IN WATER MAIN ACCORDANCE WITH THE.SPECIF,CAI'ONS OF THE CITY RENTON AND THE GASKETED ASTM D 3034, STIR 35,: OR DUCTILE IRON CLASS 50. EXISTING yI ".D.I. WATER MAIN TEMPORARY 10" WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE GATE VALVE (FLxMJ) NEW 10 D.I. MAIN TEMPORARY PLUG (MJ) NEW 10" D.1. MAIN DONE IN THE PRESENCE OF D REPRESENTATIVE OF THE CITY OF RENTON. SHALL 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 INCHES AND I CONCRETE W /2" TAP & - MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER. MUST, ['10" BLOCKING ASSY. 9B. ALL WATER MAINSA AND SERVICES SHALL BE 'DISINFECTED BY SLOPE IN ALL DIRECTIONS TO MATCH PAVING - `� THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER �- B x A�I SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE - CONCRETE BLOCKING - LOW OFF V) PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE I f WITH SECTION 7-11.3(12)E OR 7- 11.3(12)F OF THE STANDARD U] �r SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTCE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A. 10" D.I. SLEEVE C M7) 101CROSSIM11 PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEERS OFFICE TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED q q PRIOR' TO STARTING NEW CONSTRUCTION. 10" VERTICAL'. CROSS. (MJ) 10" VERTICA 2 10 PLUGS (MJ) 2.- 10 W U) TOP PLUG W /2" TAP & 2" PLUG (MJ) \ TOP PLUG W /2" TAP & D, .� d 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL 2 0" NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. CONCRETE FINAL C6 AftC-f100 %( CIM fORLES f0U Nb'(N 6PF1CtwSSC LoNtit6cQwIS 3/4" SQUARES SPACED - 3/4" CLASS :$000 12. INSTALLATION OF. CORPORATE STOPS, WATER SERVICES LINES AND TESTING DETAIL CL•ct6wJ METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER AS INDICATED - HT. 1 /8" • " WATER MAIN TAP TUTS APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN 1 0 NTS MADE TO THE CITY OF RENTON. 0 `,. Q_a 13. ALL. CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE 0 r1/2 Q_ Q CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET O �❑ 0� 4 -3/4' x TAP CONTRACTOR S. WITH PRIOR APPROVAL. OF, FROM THE DEPARTMENT OF D 0'0 1•• 12' 0 P -SUC WORKS ALL NECESSARY EXCAVATION AND MATERIALS TO BE _ I SvmUED BY E CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICA- FiR'nR JOINT.- V p TIONS PACKING .,,�� THE RAISE -1/2" ly WIDE BORDER r {•l�y� IO� D. j . 4i 14, INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE I�� x / CITY. OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 1" 'r D V Y�7 -t tO NOTIFY THE. UTILITY DEPARTMENT 2 A m 4 HOURS IN DVANCE OF BACK. 45° (1 /8) BEND VV��f 44�• -- fib'- -^ FILLING ALL CONSTRUCTION: THE CONTRACTOR AS WELL AS THE ENGINEERS 10" SHALL KEEP AS -BUILT DRAWINGS. : PIPE MATERIAL AS SPECIFIED 9 BY THE ENGINEER 16. ALL JOINT AND PURITY PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES B 3 4_ Y ACCEPTANCE PRIOR O FRY BL TIE-IN. W L':1i1• I i'I r ai CITY fo RLES . 75. CONTRACTOR TO PR 1/2" 2" 5 /B'• 0m - FOR TESTING AND PURIT RESTRAINT SYSTEMS (F :!! %.CKLE RODS, NUTS, BOLTS, ETC.) 1 10 ",c 10" -f EE. C FLxFL) SHALL BE AS MANUFACTURED BY DE STAR MANUFACTURING COMPANY OF O4' COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF 2 -71/8" 4I•• ( Z- IO� GA'(.E. VALVES: C fLrMT). PUBLIC WORKS. I _„ 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A ~ b-EX114 IO.PID•i. I-. to fLxMIS AOAPTOtL., MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. 7 -3 4' I Z- ION S[E�UES C MS) ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND 11 p DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO 8 ". (�t6tkiNG. i N INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. PLUG E A SEALED Pte•• IN SAME MANNER AS of MAIN SEWER JOINTS °I 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY' - �i : OF INITIAL. EXCAVATION. WITH A PERMANENT. SEALED PATCH TO BE CAST IRON RING AND COYER .ti; ..:;__ DALEY- MORROW- POBLETEP INC. PLACED, TO. CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR N ;' 726 AUBURN WAY 'N 1NSPECTIOM PRIOR TO PLACEMENT OF .FINAL PATCH. NOTE ' •• I SUBORADE IN UNIMPROVED .AREAS POUR 1 -0 THICK pl WA /F AUBURN, WA 98002 of TRENCHES WILL. NOT BE LEFT OPEN,. OVER NIGHT WITHOUT PRIOR; ETE CLASS. 3000 PAD AROUND CHECKED FAR' COMPLIANCE G HONE. .(253) 333 -2200; .FAX: (253) 333 -2206 PR VA OF 'THE INSPECTOR. 2' -0' ;SQUARE C'JNCR RECOMMENDED i : RING AND COVER. : _ o .WRITTEN APPROVAL L ! IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING O CITY STANDARDS FOR APP L 19. FOR CITY PROJECTS SUCH AS TELEMETRY 'CONDUIT, THE PVC PIPE AND COVER AS. REQUIRED BY STANDARD DETAIL DRAWING BR36 _ USED SHALL BUSCHEDULE 404N UNIMPROVED AREAS AND SCHEDULE 80 UNDER F of Date Z /rt /a sl ' 'IMPROVED AREAS.. ALL!CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 : i w i , _ l �,,gf 13256 o ENGINEERING SURVEYING a;' PVC PIPE. CLEANQ UT DETAIL IiCSDaw 6A.- Ufa Umut1 Date �tSl }11AU) BY Fs cf A D, : LAND PLANNING K! Ww/v•'f •�O S��NA L E� % ap' N. T. S. Date BY E %FIRES 9 JAN 2004 �, 003 era MAg 0 w 28 2 T •C' R Re L 17S } ' z E w c U Lil J Li f s Q 0.. W Q Z7 Q 9 OVER HANG EXISTING 3ULDING STA. 6 +07.08, 7.00' LT. STA. 6 +64.61, 7.00' LT. 1 - 10" TEE (FL) 1 - 10" CAP (MJ) - 2 - 10" G.V. (FLxMJ) W /2" TAP 1 - 10" ADAPTER (FLxMJ) 1 - 2" B.O.V. ASSY. BLOCK BLOCK 0 0 0 0 0 0 0 -- 0 0 0 0 0 --NB9g 5jb12"W -4.P2 L6' - -- o 0 0 0- 0 0 0 0 0 -r= �° �r -ems �. r- •e --��• _�� C.O., RIM C.O. RIM = 411.00 -1 - - - I.E. = 407.00 I C. 0., R M = 410.28 , I.E. = 407.00 I. 406.28 - C.O., RIM = 409.80 I r. ; BLD G BLD -E BLDI I.E. = 405.80 1 -1/2" STA. 0 +86.36, 20.79'LT I SSS ®2% I Ga ( 1 +18.40, 8.25' LT. W.M. W SSMH No. 2 I a% `? ' 1 10" 4i` BEND (MJ) I 1" A.R.V. ASSY ( ) I C.O., RIM 10.2a i t I.E. = 404.50 BLDG -K {} BLOCK 0 15.3 LF 10" W STA. 0 +86.083. 20.95'LT _ _ ✓ ' I.E. = 406.2 I D.I. CL. 52 (J cf 410,!2 RIM= 410:00± 400.32LE.(IN)= 400 3$ r t r @.� d21M 411.00 I C.O., RI = 4i .0 a C.O., RIM = 409.80 I� �; ti I.E. 407.00 I.E. = 7 00 I J SSS ®2% 4 00.22 1.E.(OUT)= 400.20, = `n m ° I.E. 405.32 ( I �, f3 ,II -I ° ° o +s BLDG- 10 I •- a .. ,- p j I 6 +07.08, 8.25' RT. a 1 - 10" 90' BEND (MJ) �cp a , t , - �-- ' ° ° r 2% til!N, bt {}7. LF:'10 D.F >GL 5 .. ;. � b$ , T ° I- -� (DUAL '; `�` Ei�fT. I.M. ATE:. -- w a e L:'::- o+ o I 2� MIN P_vc' 0: 052 ; f z o ` m ;n C.O., RIM = 409.20 'n.0) GRAPHIC SCALE o f I.E. = 405.20 r 4 e `' N ® 3�zo 0 o zo ao �� I 0 +78.82, 2.01' RT. o I ' n. a z C.O., �'!M = 4 H a a ( IN FEET ) 1�1 W �'c 1 inch = 20 ft. �o :o E •� m E C C oy w - 44 ?54.8LF - 8 °PVC 3.41@ % SSMH ■ - RIM = 407.88 407.84 IE = 399.1(W)399.19 +7.45 NEW I.E.(IN)= 399.29 STA. 13 � , 399.29 SSMH No. 1 STA. 13 +72.9 , 4.25'RT a a n RIM= 408.86L± 408.83 I.E.(IN)= 399.710399.78 p r CfD z I.E.(C'1T)= 399.619,359. 6S of a_ a. w a 0 m z 0 En Wwp-�t j° 3'a 8J z bv" _ 2s -)ajo+ N• 1J . _ 3rd CT, 5 +71.67, 8.25' RT, - - - 1 - 10 "x6" TEE (MJxFL) - o �- 6 GRT�VpLVE (FLxMF� -- 0 0 _ M V 1 - 10 47- BEND (MJ) BLOCK BLOCK e o p MIR !+� C. ,RIM = 410.00 11 +11.41, 14.23' RT. (FIELD VERIFY) G.O., RIM = 410.30 I.E. = 406.30 1. = 405.30_ C.O., RIM 409.30 CUT -IN BY CITY FORCES: S0 tt 4"tetlmt O"it. -S �2 13 +57.94, 14.23' RT. (FIELD VERIFY) - 1 - 10" TEE (FL) _1 - 10 "x10" WET TAPPING TEE (MJxFL) 1 - 10" TAPPING VALVE (FLxMJ) 10" D.I. V_ APPROX,(WATER MAIN LOCATION 41,8 LF 10" I.E. = 406.00 I i I I.E. 405.30 SSMH No. 4 STA. 11 +21.49., 4.2' RT, ° I ,a 8.s � 406.63RIM= 406.84±�J BLOCK ST/a,10 D.I. CL 52 5%66& -T 12- C.6., RIM = 410.30 I E (IN)= 403.82 403.53 5 +71.67, 17.7' LT. BLDG -J I Q 23.9 LF 10" D.I. CL 52 BLDGI -H I I.E. = 406.30 I I r.N.INO. 1 (o uY I I STA. 3 +25.A 135RT BL G -C ~I C.0 - RIM = 409.20 RIM = 409.00_ _ 0 +53.68, 16' RT. BLDG -F I.E. = 405.20 1'. I 2 �aM N F.H. N0. 2 LE.UT)= 401.60401,40 2% MIN apn I °a BLDG -B }� Ziff' fi i 3D9 5 C. 0., - 410.00 I 4V Ao - F. H.. N Mt LF 52" LE. 06.00 - 397.34 0 +53.68, '5.00' R s „ -- - _ a 1 - x 1 - 6" GATE VALVE (FL) - 5-1/ 4" Y.V.O. F.H. ASSY. BLOCK 4. w w w w w SSMH ■ - RIM = 407.88 407.84 IE = 399.1(W)399.19 +7.45 NEW I.E.(IN)= 399.29 STA. 13 � , 399.29 SSMH No. 1 STA. 13 +72.9 , 4.25'RT a a n RIM= 408.86L± 408.83 I.E.(IN)= 399.710399.78 p r CfD z I.E.(C'1T)= 399.619,359. 6S of a_ a. w a 0 m z 0 En Wwp-�t j° 3'a 8J z bv" _ 2s -)ajo+ N• 1J . _ 3rd CT, 5 +71.67, 8.25' RT, - - - 1 - 10 "x6" TEE (MJxFL) - o �- 6 GRT�VpLVE (FLxMF� -- 0 0 _ M V �i • SIGN �•� - ` - BLOCK - C.O., RIM = 408.50, I.E. MIR !+� 11 +11.41, 14.23' RT. (FIELD VERIFY) CUT -IN BY CITY FORCES: S0 tt 4"tetlmt O"it. -S �2 13 +57.94, 14.23' RT. (FIELD VERIFY) _ 1 - 10" TEE (FL) _1 - 10 "x10" WET TAPPING TEE (MJxFL) 1 - 10" TAPPING VALVE (FLxMJ) 10" D.I. V_ APPROX,(WATER MAIN LOCATION STA, II+21- 55,4.51'17T 2 - 10" G.V. (FLxMJ) j 1 - 10" SLEEVE (MJ) 1 - 10" SLEEVE (MJ) 1 - 10" VERT. CROSS (MJ) PER CITY OF RENTON AS -BUILT PLANS SSMH No. 4 STA. 11 +21.49., 4.2' RT, 1 - 10" 'VERT. CROSS (MJ) i 1 - 10" ADAPTER (FLxMJ) +29.534.2RT ,a 8.s 406.63RIM= 406.84±�J BLOCK ST/a,10 5%66& -T 12- I E (IN)= 403.82 403.53 SSMH No. 5 0 2.00' RT SSMH No. 3 (o uY I STA. 3 +25.A 135RT Z ~I RIM = 409.00_ _ I.E.(IN)= 401.79 401.50 tri LE.UT)= 401.60401,40 apn I °a BLDG -B Ziff' i I 4V Ao I,E. = 403.86 �i • SIGN �•� - ` - BLOCK - 11 +11.41, 14.23' RT. (FIELD VERIFY) CUT -IN BY CITY FORCES: S0 tt 4"tetlmt O"it. -S �2 13 +57.94, 14.23' RT. (FIELD VERIFY) _ 1 - 10" TEE (FL) _1 - 10 "x10" WET TAPPING TEE (MJxFL) 1 - 10" TAPPING VALVE (FLxMJ) 10" D.I. V_ APPROX,(WATER MAIN LOCATION STA, II+21- 55,4.51'17T 2 - 10" G.V. (FLxMJ) j 1 - 10" SLEEVE (MJ) 1 - 10" SLEEVE (MJ) 1 - 10" VERT. CROSS (MJ) PER CITY OF RENTON AS -BUILT PLANS SSMH No. 4 STA. 11 +21.49., 4.2' RT, 1 - 10" 'VERT. CROSS (MJ) i 1 - 10" ADAPTER (FLxMJ) +29.534.2RT BLOCK (SEE CONNECTION DETAIL) 406.63RIM= 406.84±�J BLOCK ST/a,10 5%66& -T 12- I E (IN)= 403.82 403.53 SSMH No. 5 I.E.(OUT)= 403.57 4 03.43 NOTE: FIELD VERIFY WATER STA. 10 +2474, 4.23' RT. LINE DEPTH PRIOR TO RIM= 408.8-2± 408.52 CONSTRUCTION I.E.(CTR)= 404.'N 404.02 A NOTE: I.E-(OUT)= 494.96 403.92 1. THE TWO EXISTING HYDRANTS SHOWN ON THIS PLAN SHALL BE RETROFITTED WITH 5 -INCH STORZ FITTINGS. 1 *CSfi t1cTE) £Xi3AHa AS -BUILT SET S-w308304 . apo �'Es of IV p Z6 I DALEY - MORROW- POBLETE, INC. WA CHECKED FOR COMPLIANCE 2 F RECOMMENDED TO CITY STANDARDS FOR APPR c f6aoelc /�iG• q 9--*- _Date zA,7 /03 ,5 1 z �. •' -- � `rq 1 � 5 F� ENGINEERING - SURVEYING *m*/ A1, U1121 Date f r_ �10' LAND PLANNING -vote BY s.• -y EX ee5 e JAV zoo4 _� SCANNED MAY 2 6 20M SCANNED OCT 0 8 8 -;`G r vv -. 7"t _ C, ., �',!) -- FR 201.3 0 0 w � U a O �W Ld L� W O C:7 � J NG F�r� W O a--I d W � W S-, 0. O QC) 0E E-1 a U E- MEL W � n n. cE ,�E. �ry c S x � > tr a a m 415 NOTE: FILL AND COM PACT ROADWAY PRISM TO FINISHED SUBGRADE BEFORE EXCAVATING /TRENCHING FOR II o aINSTALLATION OF NEW WATER LINE N{ g ~ > J a w 1n w w 3 � m o 410 Z- - - -- W N STA. 5 +04.50, 2.29'L7 a SSMH No. 4 II II z20n STA. 5 +04.W, 9-75' LT. > w RIM= 406.841 406.63 w FLo t I.E.(IN)= 403:67 403.53" z II 5 +71!.67, 8.25' RT. w I.E.(OUT)= 403.57 403.43 1 - 10 x6`' TEE (MJxFL) Z <w - 6" GATE VALVE (FLxMJ) ¢ ,w ti 1 5 -1/4;" M.VO. F.H. ASSY. / la BLOCK 405 - _ Og LF g" PVC 2 "0 % 1 BLOCK 6+07.08, 8.:L5 RT. ( J) 5 +14.23, 8.25' RT. (FIELD VERIFY) - 9 " 1 0 yC' BEND M CUT -IN BY CITY FORCES 1 - 10" TEE (FL) 35.4 LF 10'° STA. 5+ 96.80,1.7 D.I. CL 52 2 - 10" G.V. (FLxMJ) SSMH No. 3 1- 10" SLEEVE (MJ) STA. 5 +94.93, 1.75' LT. ALIGNMENT T �7�� s 1 - 10" VERT. CROSS(MJ) 55.3 LF 10" RIM= 409.00 A IG NMENT B 1 - 10" ADAPTER (FLxMJ) D.I. CL. 52 I.E.(IN)= 401.70 401.50 SCALE: 1" 20' (H.), 1" _ 2' (V.) BLOCK I.E.(OUT)= 401.50 4 01.90 400 5 +00 z a N tt 01 -^ M z n w p. \ 410¢ 1.50% - 410 405 405 400 400 SEWER CROSSING I.E. = 400.37 z 395 co 'C �i N o STA.13 +73.45, 4.20 RT O z Npi o� O ALIGNMENT 'C 8 +00 SCALE: 1" = 20 (H.), 1" = 2' (V.) -&;p-l6 3 wF*- yRk#osj A 395 9, -00 6 +00 O O N M M M 1 1 m n co ¢ W ¢ 0 w a i A ~ > w > a w xm J ii w ° F W O w �f 41.8 LF 10" -- + D.I. CL. 52 , I 0 +53.68, 5.00 RT. 0 +14.23, 5.00' RT (FIELD VERIFY) 10 "x6" TEF. (MJxFL) 1 - 10 "x10" W& DAPPING TEF (MJxFL) -1 - 6" GATE VALVE (F! ` 3 +35.31, 8.25' LT. 1 - 10" TAPPING VALVE (FLxMJ) 1 - 5 -1 /4" MV.O. F.H.�ASSY. 1 - 10" 90' BEND (MJ) I I j 1 - 10" SLEEVE'(MJ) BLOCK BLOCK. ' 1 - 10" VERT. GROSS (MJ) BLOCK (SEE CONNECTION DETAIL) - 251 5LF - 8" PVC 0 0.x527 0.47 % - -- 3, n 251 ALT 0.43 - 8" PVC ® 0.54% li _ 400 gBLF srPr.0 +4.19, 10.;5LT ST.�.St25.32,2.00 RT SSMH -No. 1 SSMH No. 3 STA. 0 +04.23, 10.99 LT_ _ _ STA. 3 +25.31, t.75'RT RIM-408:8W 4 0 8 8 3 RIM= 409.00 I.E.(IN)= 399.78 399.78 STA .d I.E.(:N)= 401.70401-SO LE.(OUT)= 399.60 553. -6€i t86.36,20.79'LT I.E.(OUT)= 401.80 401.4C> u SSMH No. 2 STA. 0 +86.•68, 20.WLT RIM= 410.09± 410.12 I.E.(IN)= 400.3E) 400.32 I.E.(OUT)= 400.29 ALIGNMENT 'A' 400.22 SCALE: 1" 20, (H) 1" = 2' (V) I t F � h► ��0�,;% cl 1+00 2 +00 -__ - 410 13 +57.94, 14.2 RT. (FIELD VERIFY) 1 - 10 "x10" WET TAPPING TEE (MJxFL) 1 - 10" TAPPING VALVE (FLxMJ) 1 - 10" SLEEVE (MJ) 1 - 10" VERT. CROSS (MJ) BLOCK (SEE CONNECTION DETAIL) - 405 "PVC .100.00' vc 11 ±11.41. 14.23`FiT. (FIELD VERIFY) - N o STA.13 +73.45, 4.20 RT HIGH POINT ELEV = 41_040- ' \ \ NOTE: FILL AND COMPACT ROADWAY o 60.00' VC RIM= 408.80± 408.8 3 r'I I.E.(IN)= 399.7 393.78 HIGH POINT STS - 1+70.85 LE.(OUT)= 399.6m 399 .66 \ \ PRISM TO FINISHED SUBGRADE BEFORE NEW I.E.(IN)= 399.20 II II g6-7 LF 8" C900 0 0.5v. 0.42% _ -- P% STA = 1 +47.85 'n / m ro \ EXCAVATING /TRENCHING FOR STA. 10 +24 -74, 4.23 RT. ¢ w Low POINT ELEV = 408.90 ?NN r7 ,7 I.E.(CTR)= 484.94403.97 -PVI ELEV - 410.76 I: m N o `' \ INSTALLATION OF NEW WATER LINE 406.63RIM= 406.62± r a w LOW POINT STA = 0+60.20 v 4 of / / A.D. -3.70 + \ T. PVI STA = 0 +67.85 +g 2 d. / / K = 27.04 ^ : \ \ a a '0 m PM ELEV = 408.60 z ° II r of / cn ui \ \ a°, A.D. = 4.30 n ° + d• / / > W w \ n ° o K = 73.95 N O pp N Q U N II II > m / m 410 - _t~i1 CL -- _ 1 +18.40, 8.25' LT. 1" A.R.V. ASSY. 1 - 10" 45' BEND (MJ) 201.8 LF 10" D.I. CL. 52 3+22.21, 8.25' LT. ' .. 0 +78.82, 2.01' RT. BLOCK 1 - 10" TEE (FL) \ 1 - 10" 45' BEND (MJ) 2 - 10" G.V. (FLxMJ) BLOCK 1 - 10" ADAPTER (FLxMJ) 23.9 LF 10" D.I. CL. 52 BLOCK 39.5 LF 10" G.I. CL 52 I i O O N M M M 1 1 m n co ¢ W ¢ 0 w a i A ~ > w > a w xm J ii w ° F W O w �f 41.8 LF 10" -- + D.I. CL. 52 , I 0 +53.68, 5.00 RT. 0 +14.23, 5.00' RT (FIELD VERIFY) 10 "x6" TEF. (MJxFL) 1 - 10 "x10" W& DAPPING TEF (MJxFL) -1 - 6" GATE VALVE (F! ` 3 +35.31, 8.25' LT. 1 - 10" TAPPING VALVE (FLxMJ) 1 - 5 -1 /4" MV.O. F.H.�ASSY. 1 - 10" 90' BEND (MJ) I I j 1 - 10" SLEEVE'(MJ) BLOCK BLOCK. ' 1 - 10" VERT. GROSS (MJ) BLOCK (SEE CONNECTION DETAIL) - 251 5LF - 8" PVC 0 0.x527 0.47 % - -- 3, n 251 ALT 0.43 - 8" PVC ® 0.54% li _ 400 gBLF srPr.0 +4.19, 10.;5LT ST.�.St25.32,2.00 RT SSMH -No. 1 SSMH No. 3 STA. 0 +04.23, 10.99 LT_ _ _ STA. 3 +25.31, t.75'RT RIM-408:8W 4 0 8 8 3 RIM= 409.00 I.E.(IN)= 399.78 399.78 STA .d I.E.(:N)= 401.70401-SO LE.(OUT)= 399.60 553. -6€i t86.36,20.79'LT I.E.(OUT)= 401.80 401.4C> u SSMH No. 2 STA. 0 +86.•68, 20.WLT RIM= 410.09± 410.12 I.E.(IN)= 400.3E) 400.32 I.E.(OUT)= 400.29 ALIGNMENT 'A' 400.22 SCALE: 1" 20, (H) 1" = 2' (V) I t F � h► ��0�,;% cl 1+00 2 +00 -__ - 410 13 +57.94, 14.2 RT. (FIELD VERIFY) 1 - 10 "x10" WET TAPPING TEE (MJxFL) 1 - 10" TAPPING VALVE (FLxMJ) 1 - 10" SLEEVE (MJ) 1 - 10" VERT. CROSS (MJ) BLOCK (SEE CONNECTION DETAIL) - 405 400 "PVC 11 ±11.41. 14.23`FiT. (FIELD VERIFY) - 8 ® 0.57% �c3. - STA.13 +73.45, 4.20 RT -� T SSMH No. 1 STA. 13 +72793, 4.2 '4' RT 1 - 10" SLEEVE (MJ) 4I ti RIM= 408.80± 408.8 3 r'I I.E.(IN)= 399.7 393.78 --- KIM = 4 °I' LE.(OUT)= 399.6m 399 .66 E "9, I awl BLOCK _ - NEW I.E.(IN)= 399.20 400 NE. 3rd C )RT SCALE: 1" = 20, (H.), 1" = 2' (V.) IL's W 14 +00 1 +00 DE51GN -� (-AS -BUILT ape 9 S -BUILT SET (rYP) (TYP) 1 'UNDERGROU4D PIP 7 LCCATION 11MM O�I3;;^. :,• -.;t;^ S. ANAL ,? LOCAnOi4Mi.Vv ,'! Fn ,s; AND AS 36 4 -O E�a xs:. 1) r_ ORROW- POBLETE, INC. (;HtGKtU f UK UUMNLIANUL °o\ % -- - - - - - TO CITY STANDARDS RECOMMENDED ZFORVAPP A Date L /i-r /o3 _ 3258 F0 S ENGINEERING - SURVEYING Date BY s LAND PLANNING Date BY exPiRES 5 JF_ " = 004 __.- .....� � scAHNEO MAY 21 24'J3 SCANN ED OCT OR- _�. - scx3Q�^ r S4308305 11 ±11.41. 14.23`FiT. (FIELD VERIFY) -� CUT-- BY CITY FORCES -'1 - 10" TEE (FL) 2 - 10" G.V. (FLxMJ) 1 - 10" SLEEVE (MJ) 1'- 10" VERT. CROSS (MJ) SD CROSSING 1 10" ADAPTER (FLxMJ) - BLOCK _ - g6-7 LF 8" C900 0 0.5v. 0.42% _ -- STA. 10+2 S ; "2�'RT _ -�- SSMH No. 5 STA. 10 +24 -74, 4.23 RT. 408.52.RIM= 408.821 STA. 11 t 21.95, A. SI I.E.(CTR)= 484.94403.97 SSMH No. 4 NOTE: FIELD VERIFY WATER LINE DEPTH PRIOR TO I.E.(OUT)= 46496903,9 STA. 11 +21.4-9, 4.n' RT. CONSTRUCTION 406.63RIM= 406.62± SD CROSSING 12 +00 I.E.(IN)= 403.57 403.53 11 +00 I.E.(OUT)= 403.57 403.43 NE. 3rd C )RT SCALE: 1" = 20, (H.), 1" = 2' (V.) IL's W 14 +00 1 +00 DE51GN -� (-AS -BUILT ape 9 S -BUILT SET (rYP) (TYP) 1 'UNDERGROU4D PIP 7 LCCATION 11MM O�I3;;^. :,• -.;t;^ S. ANAL ,? LOCAnOi4Mi.Vv ,'! Fn ,s; AND AS 36 4 -O E�a xs:. 1) r_ ORROW- POBLETE, INC. (;HtGKtU f UK UUMNLIANUL °o\ % -- - - - - - TO CITY STANDARDS RECOMMENDED ZFORVAPP A Date L /i-r /o3 _ 3258 F0 S ENGINEERING - SURVEYING Date BY s LAND PLANNING Date BY exPiRES 5 JF_ " = 004 __.- .....� � scAHNEO MAY 21 24'J3 SCANN ED OCT OR- _�. - scx3Q�^ r