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Home My WebLink AboutzS-3450SetA PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON NE 2ND CT NE 2ND PLACE NE 2ND CT = S.S.M.H. T SEE EE SHEET WS-02 SEE. — SEE SHEET WS -02 III 11 0o EXISTING 8" D.I. W.M. NE 2ND -PLACE Q ( I > PER W 505 -BUILT DRAWING �� -- I II a I ( I o I 3 I I _ EXISTING FIRE HYDRANT I I _0000 III I 6 FIRE HYDRANT I I 7� n g1$Z I I I I RELOCATE EXISTING SEE SHEET WS -02 I I Zp-OO ? 19 I I I I I I METER BOX AND SET AX ' NEW METER METER BOX AND cV SCALE: 1" = 20' I METER BEHIND SIDEWALK RELOCATE EXISTING SAWCUT TYP. I I I 1'�'.�'I BY CITY CREWS METER BOX AND SET METER BOX AND 20' METER BEHIND SIDEWALK �O o 20 40 BY CITY CREWS I 50 +00 0 $ 2 +OOra -. ,11 = 2- "J.— _ �_+Q --yn I — I — �— rn ----- �- -n1� n� --- -__ 54 +C NOTE: ABANDON /REMOVE EXISTING SEPTIC 9 16 GAS LINE CONTRACTOR TO POTHOLE — .\ SYSTEMS /SEWER SERVICES TO I AND VERIFY LINE ELEVATION PRIOR N00'57'27 "E 1002.72' f- Jy 961W CSPU) DEPARTMENT OF HEALTH ED PER TO CONSTRUCTION ,1 UNION AVENUE NE 36 W U W 5PU REQUIREMENTS. ~ I"- STA. 40 +05.60, 5.00' RT., NE 2ND COURT = EXISTING 12 "OC.1. W.M. fn cr STA. 51 +80.18, 5.09' LT., UNION AVE. NE PER AS -BUILT DRAWING #W -245 VERTICAL DATUM WET TAP CONNECTION PER DETAIL 300.4 ON RELOCATE EXISTING VERTICAL DATUM IS NAVD 88. O12 xBDTAPPINb �EE M3xFL� UNION AVENUE NE 1U � 0� 0�6 NEW METER BEHIND SIDEWALK � 0� 00'�O PONTCNAMENRENT1503S KING COUNTY CONTROL POINT //6113, LLI (MINOR ARTERIAL) TAX BY CITY CREWS '{Ax PUBLISHED ELEVATION = 401.012 FEET. Z I $ (ApPIHG GAfEVAtVE �fLxMS) M SEE SHEET HC —01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, w WATER NOTES: TBM 100 — EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, Z 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO ELEVATION = 411.79 FEET EXCAVATION FOR THE WATERMAIN INSTALLATION. TBM 101 — EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF ELEVATION = 410.21 FEET RENTON TRENCH AND STREET OVERLAY DETAIL. n a Cd 2 Waft Days Before You N 1- 800 - 424 -5555 s= Ud ies Underground Location Center (D,fl rND,OR,WA) CHECKED FOR COMPLIANCE RENTON JOB NO. 1 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 1 FOURTH SUBMITTAL l.[.7 G7ITLIMGPI ESM ESM ESM ESM M wDr.1� xnw 1Be6 CITY OF 1 =y,B HOMZIXRN: NM 1883/1691 C� BLgGND}� LV • BMWIt CLC `k R RENTON �� DATUM Planning /Building /Public Works Dept. F NOT INCH w vawc°: swc rcQMwxBiNCGr 5- 345001 GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS WATER AND SEWER PLAN AND PROFILE b-)-31E5 ;I (5-3450/'�: // r .,�^^ PW L REVISIONS N0. DESCRIPTION/WE BY 0 RSW SuBM 10/15/2007 ESM 1 SEWND SIJ M & 01/31/2008 am 2 T id) SUBMIT&& 10/22/2010 61.1 3 FWRM SU6MTRAL 12/06/2010 ES M ` MrWS 12/22/2010 ESM 2 3 Q U ZJ Q IA. O L—I r J 0. °- _ w a, g 0 = a ix ti a O o 0 Q W3 O (O W C U J R °m IF � W n9 z — s5 0 Z w 8 U' Tomes 'DNQ E4 2 I m3 g J Ei 'W9 O j;z N o'. 3� - Z y9 `m O U mu E m ^g $O WO �a _L U0. L a) Cpl �C /3TET` JOB NO.: 1352-001-006 DWG. NAME: WS -Oi DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS-01 1 7 OF 31 SHEETS EXISTING 12" D.I. W.M. PER AS -BUILT DRAWING #W -245 0 SEE SHEET WS -01 P w ` Z i zw - a -o Q w 4 N 7 z N i I STA. 100 +65.87, 115.90' RT. 1 -6" GATE VALVE (FLXMJ) PER DETAIL 300.1 ON SHEET DT -0 S "x a fA?PIH& TEE (MszFL) A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON EXISTING 12 "0 t a pit') or M N1N `n 1 412.25 C.I. WATER MAIN PER 402.78 S.S.M.H. #5 2 410.25 404.17 AS -BUILT DWG #W -245 S.S.M.H. #4 3 408.25 401.81 PAD 398.35 S.S.M.H. #4 1 406.25 399.08 395.93 S.S.M.H. #4 EL.= 405.25 2 O Z 3 4 _ .. _ .... VJ EL. 4 D .25 PAD EL.= 409.25 PAD - EXISTING SEWER MAIN PER AS -BUILT _. 00 +65.75, 23.66' LT. � O r EL.= 407.25 a S -435 TO BE REMOVED OR ABANDONED = o za /4" FIRE HYDRANT ASSEMBLY BETWEEN EXISTING S.S.M.H #3 AND ELEVATION = 411.31 0 UNVERIFIED LOCATION OF EXISTING S.S.C.O.. REPLACE WITH 263 L.F. "0 .% 3/4" WATER SERVICE EXISTING S.S.C.O. TO BE 8 PVC S.S. AS SHOWN. RECONNECT PER DETAIL 320.1 (TYP) REMOVED EXISTING SIDE SEWERS PER STD PLAN 0 VFLANGE 0 407. MAINTAIN UNINTERUPTED SERVICE TO PAD H) EXISTING HOMES CURRENTLY SERVED. EL.= 400.75 O o+ + 9 n N a MAINTAIN 10' MINIMUM + ^- + HORIZONTAL SEPARATION E_ _..p -.. ___.. - - -} - - --- BETWEEN WATER AND SEWER w ® KgKg z _ b 99 I `? 101 263 L.F. 8 "0 PVC S.S. EXISTING 8 "0 D.I. W.M. PER AS -BUILT DWG S.S.M.H. #5, TYPE 1 -48" #W °505 STA 101 +01.60, 2.25' LT. 1Ax jV46,g�2,v_�)07'1` R Ca/ 2 W"ft Days Before You N 1- 800 -424 -� ,Q uti6hes Underground Location Ceder (D Wr,ND,OR WA) 100-40 100 CHECKED FOR COMPLIANCE m 00 t a pit') or M N1N `n 1 412.25 406.44 u 1 m m 0 0 d VASHON AVE NE SEE SHEET WS -0 0 0 }_--.---.-.-------- N E 2 ND PLAC. X 8 "D.I. I -. -� TO BE REMOVED THICKENED EDGE SEE SHEET RD -01 EXISTING HYDRANT UPGRADE WITH STORTZ ADAPTOR IF EXISTING STORTZ ADAPTOR IS NE 2ND PLACE NOT PRESENT STA. 103+74.97, 14.97' RT. 1 -8" TEE (FL) 3 -8" GATE VALVES (FLXMJ) CONC. THRUST BLOCKING CUT -IN TEE CONNECTION PER DETAIL 300.4 ON SHEET DT -C 00 rpj0 JIB cojn or M N1N `n 1 412.25 406.44 402.78 S.S.M.H. #5 2 410.25 404.17 400.53 S.S.M.H. #4 RIMIVITVINV, G.GJ LI. ''11 RIM = 409.78 � EXISTING 8 "0 D.I. Vd.M. I.E. = 402.88, 6 "0 IN (N) (ASSUMED ELEVATIONS) {!, I.E. = 402.78. 8 "0 OUT iE) ! '. 101 + 3 0 O o Ql 3 m � W Z'N J W = w W -- - - - - -0 I EX S'D.I. - S.S.M.I STA. 1 20' 10' O 20' 40' SCALE: 1 " =20' HORlz. 1" =10' VERT. a VERTICAL DATUM: VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET TYPE 1 -48 "0 39. 4.20' LT. SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH 0 END OF STUB ELEV. 0 S.S. MAIN DOWNSTREAM S.S.M.H. 1 412.25 406.44 402.78 S.S.M.H. #5 2 410.25 404.17 400.53 S.S.M.H. #4 3 408.25 401.81 M N5 12/22/2010 398.35 S.S.M.H. #4 4 406.25 399.08 395.93 S.S.M.H. #4 NOTES: 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET DT -04. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. 4. EXISTING MANHOLES AND MAIN TO BE ABANDONED OR REMOVED, IN NE 2ND PLACE. CONTRACTOR MUST MAINTAIN SERVICE TO ALL EXISTING SEWER STUBS OFF EXISTING SEWER MAIN. 5. MAINTAIN WATER AND SEWER SERVICES TO EXISTING HOUSES. RECONNECT EXISTING SIDE SEWERS PER STD PLAN 407 ON SHEET DT -05. S.S.M.H. EXISTING 8'0 SEWER Z :.. --- - #4, TYPE48 0 TO BE REMO_V_ED0_R_ U _ -_ -_- 380 -_ STA 1034-64.39, 4.21 LT. ABANDONED - S=345002 RIM - 1396.87 I.E. - 389.87 8 0 IN W N I.E. = 1389.77, 8 0 POUT E 101+60 102+00 10240 102.80 103-20 103 +60 104.00 0 FIRST SUBMITTAL ESM 0/15/200 �^ 6ale YERIICNiHWO1R69 GLADCO DEVELOPMENT L.L.C. 1 SECOND SUBMITTAL ESM ,/31/200 �,�x xoxaoxru: NW lees /+ee, S� CITY OF , orswxem vla a i- [�18 2 THIRD sueMITTAL EsM D/22/2D, PG. ROSEWOOD HIGHLANDS 3 FOURTH SUBMITTAL ESM 2/06/201 RENTON CLO . 'I Planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE S -O2 4 MYLARS ESM z /zz /zo1 cxrcxm: Ar ruu NO. REVISION BY DATE APPR ;� xor Oxc INGL scue rccoRwxcLV ar:3t TI REVISIONS NO. DESCRIPTION DATE W 0 mm 6UmmR 10/15/20D7 ESM 1 SECOND WINITAL 01/31/2008 ESM 2 THIRD SUBMRTAL 10/22/2010 ESM 3 FO m SUN"& 12/061 ESM A M N5 12/22/2010 ESM O Z VJ 3 U J Z "J � O r a Z = o za W 0 T. a W o 00 0 Q W3 O O 9 V. O E_ U .Qg 4 J VV O�iZ w ® KgKg z _ b 99 tl z w � 0 E m z NQ '-A3€ ae co JO r E td3" 0 8 m z yOjg 2 e �6 9 o�mLLE - a o „ 8¢ �3 wD �a 00. L 8� 1 s70A61L p1C.� /� JOB NO.: 1352 -001 -006 DWG. NAME: WS-02 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: �+ WS -02 18 OF 31 SHEETS A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON VASHON PL NE SEE SHEEP WS -05 MAINTAIN 10' MINIMUM HORIZONTAL SEPARATION T I� BETWEEN WATER AND SEWER 10 . 12c' PAD PAD 0 EL.= 398.75 EL= 396.75 I y Ij IITR4CT F 0 i' S.S.M.H. #3, TYPE 1 -48 "0 NISTA. 105 +17.89, 5.20' LT. �7 tj (/) 154 L.F. 8 "0 PVC S.S. p- -- - -0O Y W x ., ........ Lu Z — — W J — C) — Q EXISTING SEWER MAIN PER AS —BUILT DWG S -435 TO BE ABANDONED OR REMOVED EXISTING SEWER STUB PER AS —BUILT DWG — S -435. CONTRACTOR TO DEFLECT ACCORDINGLY TO CONNECT INTO NEW SYSTEM. PER STD PLAN 407 CONTRACTOR MUST MAINTAIN SERVICE TO SEWER STUB. N d 00 1 � w N x tn_ -z W J U) EXISTING SEWER STUB PERIAS -BUILT DWG S -435. _ CONTRACTOR TO DEFLECT ACCORDINGLY TO - CONNECT O NEW SYSTEM. CONTRACTOR MUST I MAINTAIN SERVICE TO SEWER STUB. THICKENED EDGE SEE DRAWING RD -01 GRADE PROPOSED STORM STORM VAULT 3 �� li i iIiI I I o 25 L.F. 8 "0 PVC S.S. I I! II ! �y I - ; i! - L. S.S.M.H. /2, TYPE 1 -48 "0T � ii STA* 105 +41.15, 4.65' RT. NE 2ND PLACE 8 "4 D.I. S ------ - _ I.E. 382.83, 8 "0 IN ((N W I.E. =1 382.73, 8 0 OUY tS�) T.G. = 391.681 I.E. = 382.56,18:0 I.E. = 382.46, 8 "0 104140 104 ' I +80 � 105;+21 CHECKED FOR COMPLIANCE Tn PIN CTAKHNADIIC EX 8" D.i. -- _/ / 104 L.F. 8 "0 PVC S.S. EXISTING 8 '0 D.I. W.M. PER AS -BUILT DWG #W -505 STA. 105 +28.97, 14.51' RT. 1 -8" TEE (FL) 3 -8" GATE VALVES (FLXMJ) CONIC. THRUST BLOCKING CUT -IN TEE CONNECTION PER DETAIL 300.4 ON SHEET DT -06 104 L.F. 1 = JCti.H1I = 381.25,E 8 0 IN = 381.15, 8 "0 01 106 +00 1 s 0 w I'- a Q N) w� I— N 20' 10' O 20' 40' SCALE: 1' -20 HORIZ. 1 " =10' VERT. REMOVE EXISTING S.S.MH. #2 AND 8 "O PVC S.S. FROM EXISTING S.S.M.H. #2 TO UNION AVENUE PER CITY OF RENTON -. OF Y', -NC E "9 TO BE PI-MOVED _ OP BANDONEo xIS INC 8 "0 'PVC S.S. PER ,,S —BUILT DVIG lw -505 �EX. S. S MJH }1 TYPE 11; STA 106'6[3,28, 1 / 22 RT. S.S.M.H. /11, TYPE 1 -48 "0 STA 106 +77.99, 4.75 RT. SHALLOW MANHOLE PER STD PLAN 400.2 CONNECT TO EXISTING SS MAIN EXISTING ASPHALT TO REMAIN. SAWCUT AND PATCH AS NEEDED TO CONSTRUCT VAULT AND INSTALL SEWER MAIN. P.IM I= 387 -510 I LE. = 382 C5 8� 0 IN (4V) LE. 381 a5, 8'i2 OUT (SE) 0 Cal 2 Waiting Days Before You CV 6 1- 800 -424 -5555 0 MIS UnWwWwW Location Center s (ID.MT,NtD,OR,WA) e 1/31/2 THICKENED EDGE SEE DRAWING RD -01 GRADE PROPOSED STORM STORM VAULT 3 �� li i iIiI I I o 25 L.F. 8 "0 PVC S.S. I I! II ! �y I - ; i! - L. S.S.M.H. /2, TYPE 1 -48 "0T � ii STA* 105 +41.15, 4.65' RT. NE 2ND PLACE 8 "4 D.I. S ------ - _ I.E. 382.83, 8 "0 IN ((N W I.E. =1 382.73, 8 0 OUY tS�) T.G. = 391.681 I.E. = 382.56,18:0 I.E. = 382.46, 8 "0 104140 104 ' I +80 � 105;+21 CHECKED FOR COMPLIANCE Tn PIN CTAKHNADIIC EX 8" D.i. -- _/ / 104 L.F. 8 "0 PVC S.S. EXISTING 8 '0 D.I. W.M. PER AS -BUILT DWG #W -505 STA. 105 +28.97, 14.51' RT. 1 -8" TEE (FL) 3 -8" GATE VALVES (FLXMJ) CONIC. THRUST BLOCKING CUT -IN TEE CONNECTION PER DETAIL 300.4 ON SHEET DT -06 104 L.F. 1 = JCti.H1I = 381.25,E 8 0 IN = 381.15, 8 "0 01 106 +00 1 s 0 w I'- a Q N) w� I— N 20' 10' O 20' 40' SCALE: 1' -20 HORIZ. 1 " =10' VERT. REMOVE EXISTING S.S.MH. #2 AND 8 "O PVC S.S. FROM EXISTING S.S.M.H. #2 TO UNION AVENUE PER CITY OF RENTON -. OF Y', -NC E "9 TO BE PI-MOVED _ OP BANDONEo xIS INC 8 "0 'PVC S.S. PER ,,S —BUILT DVIG lw -505 �EX. S. S MJH }1 TYPE 11; STA 106'6[3,28, 1 / 22 RT. S.S.M.H. /11, TYPE 1 -48 "0 STA 106 +77.99, 4.75 RT. SHALLOW MANHOLE PER STD PLAN 400.2 CONNECT TO EXISTING SS MAIN EXISTING ASPHALT TO REMAIN. SAWCUT AND PATCH AS NEEDED TO CONSTRUCT VAULT AND INSTALL SEWER MAIN. P.IM I= 387 -510 I LE. = 382 C5 8� 0 IN (4V) LE. 381 a5, 8'i2 OUT (SE) 0 FIRST SUBMITTAL ESM bo/15/2W71 0 I s'0 1 SECOND SUBMITTAL ESM 1/31/2 DOWNSTREAM oolcxco 2 THIRD SUBMITTAL ESM S.S.M.H. 12 397.75 3 FOURTH SUBMITTAL ESM Oft W 4 MYLARS ESM F/20 NO. REVISION BY APPR RI L.E., 3"o S= 6 -040C 9 < .)N (NIN N) Z DU I (S) 11 r 1 1 1 NE 2ND CT ;- Q 97T NE 2ND NOTES: 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET DT -04. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 —INCH MIN. 0 2% MIN. SLOPE. 4. EXISTING MANHOLES AND MAIN TO BE ABANDONED OR REMOVED, IN NE 2ND PLACE. CONTRACTOR MUST MAINTAIN SERVICE TO ALL EXISTING SEWER STUBS OFF EXISTING SEWER MAIN. 5. MAINTAIN WATER AND SEWER SERVICES TO EXISTING HOUSES. RECONNECT EXISTING SIDE SEWERS PER STD PLAN 407 ON SHEET DT -05. VERTICAL DATUM: VERTICAL DATUM IS NAVE) 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET, SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 — EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET TBM 101 — EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET SANITARY SIDE SEWERS NO. 0ESCRIP110N TE SEWER STUB 0 FlRST SUBMRTPL 10/15/20D1 E%1 MIN. FF DEPTH 0 END I ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 12 397.75 389.60 383.57 S.S.M.H. #3 wmrx xaw Tees CITY OF 1 �.�, xoaaaxni: HN leer /1x91 �I• RENTON °�� DATUM ^T Hai srH� Planning /Building /Public Works Dept. IE H°i d1E IXCN SGVE ACC°P°INCLY 5- 345003 GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS WATER AND SEWER PLAN AND PROFILE 0-345ao3 (5- 34953c--�3 WS -031 REVISIONS NO. 0ESCRIP110N TE OY 0 FlRST SUBMRTPL 10/15/20D1 E%1 1 SECOND SUBMRTAL 01/31/1008 ESN 2 THIRD SUBM1 10/22/2010 m 3 F011Rm SUBNRg1 12/06/2010 m � MnAs 12/2x/2010 EsM O VJ 3 J Z� J Q O r 0. a Z = o I1J () a 5 0 = a a 00 Q 3 J � O O O E_ U pp J J hngm$ g�¢a R3 y L C ¢— i€ w u a s� w e Z_ CC ss — z w Z 65w E gg F mm3 Ei 0 -m o U N °c^ N 5U3 ZO Na `0 .V 9� °D 0 N E — W O D, o °So 62 �a ULL L JOB NO.: 1352 - 001-006 DWG. NAME: WS -03 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -03 19 OF 31 SHEETS A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON SEE SHEET WS -06 MATCHUNE A STA. 202 +27.66, 23' RT. 1 -2" AIR VAC. ASSEMBLY 19 S.S.M.H. 19A, TYPE 1 -48 "0 21 \ ® HIGH POINT STA. 202 +33.64, 23.31' LT. PAD SEE SHEEP WS -O6 V n E- 402.75 \ + 51 L.F. 8 "0 PVC S.S./ STA. 202 +12.67, 4.14' RT. -- - 123 L.F. 8 "0 PVC S.S. \ 4 1 -8" 46 BEND (MJ) \ ' AD 20 / PAD CONC. THRUST BLOCKING :,' \ \a'.. "' Ox 10' SEWER \ EL.= 405.25 9 e` \ \ •� EASEMENT PAD 1 0 STA. 02 S.S.M.H. _ , 4.89 L EL= 403.75 = 0 0 x0^ - O 8 S.S.M.H. #6, TYPE 1 -48 "0 \ ' 128 L.F. 8" D.I. W.M. 22 F PAD STA. 202 +01.42, 2.83" LT. / '' PAD EL.= 401.75 / t \ EL.= 401.7 N 5 oA 101 L.F. 8 "0 PVC S.S. ' ( \ 3/4" WATER SERVICE 25 L.F. 8" D.I. W.M. px V PER DETAIL 320.1 (TYP)`° ��li 00 \ OA, V A/ O`�x0 \ pqp 0x W EL. / / /\ ys \�\ O ' �� .y MAINTAIN 10' MINIMUM = 400.75 V. \ °`j x HORIZONTAL SEPARATION \ '' °�, STA. 202+52.70, 1 61 RT. \�I� BETWEEN WATER AND SEWER U) 169 L.F. 8 "0 O 1 -8" 45' BEND (MJ) °y \Q D W \\ PVC S.S. PGj� CONIC. THRUST BLOCKING \(,lO b\ \ 23 EL P400.75 W PAD N \`�, `� \ Ox`Si - J EL. 403.75 \ "'y \G9� S.S.M.H. #8, TYPE t -48 "0 z 37 L.F. 8" D.I. W.M. \ "^,, \ RTA- 2os +7040 5.00' IT. STA. 201+93.29, 9.60' RTN 1 PAD • 2 -8" GATE( VALVE (FLxMJ) ©\a \ \ o EL.= 402.75 ..1 -8" ADAPTER (FLxMJ) \� Ox CONIC. THRUST BLOCKING �S STA. 201 +67.12, 23.73' RT. \ \ � 1 -5 1/4" FIRE HYDRANT ASSEMBLY � \- -� t, \ FLANGE ELEVATION = 402.43 O STA. 201+67.03, 10.00' RT. x sr8 11 1 -8x6 TEE (FLXMJ) 13 1 -6" GATE VALVE (FLXMJ) PAD / \ • ^ <Y PAD CONIC. THRUST \BLOCKING EL =401 25 EX. S.S.M.H. #4 SEE SHEET WS -02 SEE SHEET WS -03 D 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, 420 PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET 410 -- - __ -- TBM 101 - EXISTING 50D NAIL UP 0.5 ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET 400 - - i r o KMI CHECKED FOR COMPLIANCE Tn ^n OV.LIMAnnP Ce12 Wor ft Days Before You Dig 1- 800 -424 -5555 UtiBies Underground Location Center WOUD,OR,WA) RENTON JOB NO. 201 EL.= 400.75 153 L.F. 8 "0 D.I. W.M. / \ AD �\ EL 398.75 � 12 / to rn,1�1: r NOTE: FOR SIDE r - -Q CONNECTION DETAIL SHEET DT -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. VERfICAL aJ� cn I cow N S VERTICAL D ti 4,q o0 o o4 �0 o oa q I I 400 - - i r o KMI CHECKED FOR COMPLIANCE Tn ^n OV.LIMAnnP Ce12 Wor ft Days Before You Dig 1- 800 -424 -5555 UtiBies Underground Location Center WOUD,OR,WA) RENTON JOB NO. 201 EL.= 400.75 153 L.F. 8 "0 D.I. W.M. / \ AD �\ EL 398.75 � 12 / 201 YU,E.uoi KIM = wa.UO j RIM - 395.20 6 0 IN E I E. = 395.52, 6 "0 IN (NW 1 I.E. _ = 395.07„ 8 "0 IN W I.E. = 395.29, 8 "0 OUT (E3 ! I.E. _ 394.97.: 8 "0 OU S) 202 -F00 202 +40 202 +80 i i 1 0 RRST SUBMITTAL ESM 10/15/200 1 SECOND SUBMITTAL ESM 1/31/2 2 THIRD SUBMITTAL ESM t0 /n /201 3 FOURTH SUBMITTAL ESM tz /D6 /201 4 MYLARS ESM tz /22/201 NO. REVISION BY DATE APPR EX I-1 DA.OD O / %00 ' X `- SEE SHEET ® / \ WS -05 \ 24 PAD EL. 40025 PAD \ EL. 399.75\ \ \25 \\ n -p r� 0 �O O 0 0 o O STORM 410 390 380 '.Cia'tTI&19 20' t0' O 20' 40' SCALE: 1 " =20' HORIZ. WATER NOTES: 1 " =10' VERT. 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR \ • TO EXCAVATION FOR THE WATERMAIN INSTALLATION. \ 2. ALL TRENCH RESTORATION \ SHALL BE PER THE CURRENT \ CITY OF RENTON TRENCH AND \ STREET OVERLAY DETAIL. 20 \ SS STUB \ N:180392.73 E:1311782.83 123 L.F. 8"0 PVC S.S. \ EXTEND TO PROPERTY LINE & CAP FOR X FUTURE EXTENSION 21 10' SEWER \ / EASEMENT \ '� / 22 \ \ MATCHUNE A SANITARY SIDE SEWERS SEWER STUB MIN. FF DEPTH 0 END ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 7 401.75 394.26 391.42 S. S.M.H. #4 8 402.75 394.32 392.20 S. S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S.S.M.H. #6 15 1 404.75 397.16 1 395.07 S.S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H. #8 20 403.75 399.08 394.66 S. S.M.H. #8 21 403.75 398.87 392.84 S.S.M.H. #8 22 402.75 397.00 389.07 S.S.M.H. #8 23 401.75 396.00 386.76 S.S.M.H. #8 24 401.25 387.26 386.76 S.S.M.H. 8 I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS NOTE: FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET DT -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. G>N aJ� cn I cow N �0 ti 4,q o0 o o4 �0 o oa q I I 201 YU,E.uoi KIM = wa.UO j RIM - 395.20 6 0 IN E I E. = 395.52, 6 "0 IN (NW 1 I.E. _ = 395.07„ 8 "0 IN W I.E. = 395.29, 8 "0 OUT (E3 ! I.E. _ 394.97.: 8 "0 OU S) 202 -F00 202 +40 202 +80 i i 1 0 RRST SUBMITTAL ESM 10/15/200 1 SECOND SUBMITTAL ESM 1/31/2 2 THIRD SUBMITTAL ESM t0 /n /201 3 FOURTH SUBMITTAL ESM tz /D6 /201 4 MYLARS ESM tz /22/201 NO. REVISION BY DATE APPR EX I-1 DA.OD O / %00 ' X `- SEE SHEET ® / \ WS -05 \ 24 PAD EL. 40025 PAD \ EL. 399.75\ \ \25 \\ n -p r� 0 �O O 0 0 o O STORM 410 390 380 '.Cia'tTI&19 20' t0' O 20' 40' SCALE: 1 " =20' HORIZ. WATER NOTES: 1 " =10' VERT. 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR \ • TO EXCAVATION FOR THE WATERMAIN INSTALLATION. \ 2. ALL TRENCH RESTORATION \ SHALL BE PER THE CURRENT \ CITY OF RENTON TRENCH AND \ STREET OVERLAY DETAIL. 20 \ SS STUB \ N:180392.73 E:1311782.83 123 L.F. 8"0 PVC S.S. \ EXTEND TO PROPERTY LINE & CAP FOR X FUTURE EXTENSION 21 10' SEWER \ / EASEMENT \ '� / 22 \ \ MATCHUNE A SANITARY SIDE SEWERS SEWER STUB MIN. FF DEPTH 0 END ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 7 401.75 394.26 391.42 S. S.M.H. #4 8 402.75 394.32 392.20 S. S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S.S.M.H. #6 15 1 404.75 397.16 1 395.07 S.S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H. #8 20 403.75 399.08 394.66 S. S.M.H. #8 21 403.75 398.87 392.84 S.S.M.H. #8 22 402.75 397.00 389.07 S.S.M.H. #8 23 401.75 396.00 386.76 S.S.M.H. #8 24 401.25 387.26 386.76 S.S.M.H. 8 I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS EX I-1 DA.OD O / %00 ' X `- SEE SHEET ® / \ WS -05 \ 24 PAD EL. 40025 PAD \ EL. 399.75\ \ \25 \\ n -p r� 0 �O O 0 0 o O STORM 410 390 380 '.Cia'tTI&19 20' t0' O 20' 40' SCALE: 1 " =20' HORIZ. WATER NOTES: 1 " =10' VERT. 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR \ • TO EXCAVATION FOR THE WATERMAIN INSTALLATION. \ 2. ALL TRENCH RESTORATION \ SHALL BE PER THE CURRENT \ CITY OF RENTON TRENCH AND \ STREET OVERLAY DETAIL. 20 \ SS STUB \ N:180392.73 E:1311782.83 123 L.F. 8"0 PVC S.S. \ EXTEND TO PROPERTY LINE & CAP FOR X FUTURE EXTENSION 21 10' SEWER \ / EASEMENT \ '� / 22 \ \ MATCHUNE A SANITARY SIDE SEWERS SEWER STUB MIN. FF DEPTH 0 END ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 7 401.75 394.26 391.42 S. S.M.H. #4 8 402.75 394.32 392.20 S. S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S.S.M.H. #6 15 1 404.75 397.16 1 395.07 S.S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H. #8 20 403.75 399.08 394.66 S. S.M.H. #8 21 403.75 398.87 392.84 S.S.M.H. #8 22 402.75 397.00 389.07 S.S.M.H. #8 23 401.75 396.00 386.76 S.S.M.H. #8 24 401.25 387.26 386.76 S.S.M.H. 8 I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS n -p r� 0 �O O 0 0 o O STORM 410 390 380 '.Cia'tTI&19 20' t0' O 20' 40' SCALE: 1 " =20' HORIZ. WATER NOTES: 1 " =10' VERT. 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR \ • TO EXCAVATION FOR THE WATERMAIN INSTALLATION. \ 2. ALL TRENCH RESTORATION \ SHALL BE PER THE CURRENT \ CITY OF RENTON TRENCH AND \ STREET OVERLAY DETAIL. 20 \ SS STUB \ N:180392.73 E:1311782.83 123 L.F. 8"0 PVC S.S. \ EXTEND TO PROPERTY LINE & CAP FOR X FUTURE EXTENSION 21 10' SEWER \ / EASEMENT \ '� / 22 \ \ MATCHUNE A SANITARY SIDE SEWERS SEWER STUB MIN. FF DEPTH 0 END ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 7 401.75 394.26 391.42 S. S.M.H. #4 8 402.75 394.32 392.20 S. S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S.S.M.H. #6 15 1 404.75 397.16 1 395.07 S.S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H. #8 20 403.75 399.08 394.66 S. S.M.H. #8 21 403.75 398.87 392.84 S.S.M.H. #8 22 402.75 397.00 389.07 S.S.M.H. #8 23 401.75 396.00 386.76 S.S.M.H. #8 24 401.25 387.26 386.76 S.S.M.H. 8 I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS STA. 300 +35.00, 5.00' LT. 1 -8" 90' BEND (MJ) CONC. THRUST BLOCKING UE 9 e� a Ca 2 Wa bV Days Before You CV q 1- 800 -424 -,!w. UNUm Undergand Location Center QD,Mr,ND,CR,W ) S.S.M.H. PAD EL.= 400.75 D CHECKED FOR COMPLIANCE T^ ^F9 C7ALIMAMMO A PORTION OF THE NW 114 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON n - 1 OL EXIS'I'iNG 8 "k7 PVC S.S. NE 2ND CT ,' -- �� W 20 10' O 1 ° =20' HORIZ. ��' z NE 2ND :.. �m - - - - - - - SCALE: Y =to' VERT. it - S.S.M.H.1 KEY MAP �: SEE SHEEP WS -03 PAD PAD - �� EX. S S li ,1? I EL= 391.25 EL.= 390.75 PAD I SEE SHEET V6_03 EL.- 390.25 PAD s :X!STiNG 8 "0 D.I. W.M. JJ EL. 388.75 �I �� °0 � � %" 24 253 0? PAD 26 EL.= 400.25 I 27 11"0 IRRIGATION SERVICE WITH PAD PAD PAD i; DOUBLE CHECK VALVE ASSEMBLY. ( «�- -�i' VERTICAL DATUM: EL.= 399.75 EL.= 399.25 i PER CITY OF RENTON STD 340.8 I I VERTICAL DATUM IS NAVD 88. 3 4" WATER SERVICE PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, EL.= 397.75 POINT NAME RENT1503, PER DETAIL 320.1 (TYP I I ' S.S.M.H. 12 PUBLISHED ELEVATION = 401.012 FEET. 0 - I SEE SHEET WS -03 -F I + + ° ', I'. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, o a o 222 L.F. 8 "0 D.I. W.M. SEE TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, SHEET S SEE SHEET WS -04 RENTON JOB NO. MAINTAIN MIN.i 6" CLEARANCE WITH STORM DRAINI i ROPOSED TRADE 0 L.F., 8 "0 PVC S.S. ®$ = 0.0181 FT. /FT. 300 ±40 1 300 ±80 301.20 3014 0 FIRST SUBMITTAL ESM 0/15/200 ELEV. ® S.S. MAIN �.,� 1 SECOND SUBMITTAL ESM - - S.S.M.H. #3 25 omcnePn 2 THIRD SUBMITTAL 0 o /z2 /zof 391.25 385.81 3 FOURTH SUBMITTAL ESM 2 /oB /zof 385.08 / u. 212 L.F. 8 "0 ESM 2/22/201 0',� \ -.-7 -: _ PVC S.S. O + A I + o U) 3 \ ;i U J 13 MAINTAIN 10' HORIZONTAL SEPARATION 12 -�.- T rI IY a PAD BETWEEN WATER AND SEWER App G EL.= 401.25 z 0 =0. L- mew FIQk Ny Aw 1 W W ON 0 NE 2ND PL O VASHON PL NE NOTE: SEE SHEET S WS -03 W~ 3 FOR SIDE SEWER CONNECTIONS SEE SIDE � � �O+ SEWER CONNECTION DETAIL SHEET DT -05. ti SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. WLn Nip coh 7i� cvla0 �nl� ^!� �t� cy:� wiN ss` MAINTAIN MIN.i 6" CLEARANCE WITH STORM DRAINI i ROPOSED TRADE 0 L.F., 8 "0 PVC S.S. ®$ = 0.0181 FT. /FT. 300 ±40 1 300 ±80 301.20 3014 0 FIRST SUBMITTAL ESM 0/15/200 ELEV. ® S.S. MAIN .ft`; 1 SECOND SUBMITTAL ESM f /3f/ S.S.M.H. #3 25 omcnePn 2 THIRD SUBMITTAL ESM o /z2 /zof 391.25 385.81 3 FOURTH SUBMITTAL ESM 2 /oB /zof 385.08 ON xn O 4 MYLARS - AW R'(OU'Alr %'I OAP( ESM 2/22/201 -.-7 -: EXISTING GRADE 0 ELEVATION = 411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET S.S.M.H. j3 WATER NOTES: SEE SHEET WS -03 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF -THICKENED EDGE RENTON TRENCH AND STREET OVERLAY DETAIL SEE SHEET RD -01 '1'O. 1 1[, 1 .Z rs"t MIM =2c' ,a, CITY OF A m RENTON !____ONE 1N0X -I DATUM Planning /Building /Public Works Dept. IF NOT Mt INCH $ A .IXNXY SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH 0 END OF STUB ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 13 402.25 391.00 385.56 S.S.M.H. #3 25 391.75 386.55 386.05 S. S. M. H. #3 26 391.25 385.81 385.31 S.S.M.H. #3 27 389.75 385.08 384.58 S.S.M.H. 3 41 !:111116] _. _ - - --380_ S= 345005 C I a,E GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS PwE .. x0 WATER AND SEWER PLAN AND PROFILE WS -05 SHEET. 2t CF31 0 -50005 (5-3+5o05 REVISIONS NO. DESCRIPTION/DATE BY 0 RRST SUBINRA 10/15/2007 mm 1 SECOND SUBM & 01/31/2008 ESM 2 THm SUBMIRN. 10/22/2010 m 3 mm SIIBY & 12/08/2010 F 4 ml *INt3 12/22/2010 EOI O Z U) 3 U J Z J Q � O r J_ IY a G z 0 =0. 1 W W ON 0 0 O O W~ 3 � � �O+ O ti IE w 0. 8 W ® VO _ ss` z W 0 (7 go °m E Z N� ca E 3 m o m az :E0 z 'o c a Z 9a my _ 2 o U �ma E _ m o a z 8� wD 5a Lg �421ytiEµ� rQ11AL Pyp� rum JOB NO.: 1352 -001 -006 DWG. NAME: WS -05 DESIGNED BY: MID DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -05 21 OF 31 SHEETS NE 4TH ST. 91110 16 15 0 I W z Wla zaf o �g WW Q 0 zK O v z D i a I, ASSUMED n o Ce12 Workig Days Before You Dg 1- 800 -424 -5555 LVAUee LkmWgowd Location Center (ID W) D,CRWA) LINE A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON - - - + 0 SEE SHEET Ij I WS -Ot 5 347 L.F. 8" D.I. W.M; J PAD a I EL.= 409.75 I I[ � i ii I WATER NOTES: 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. CHECKED FOR COMPLIANCE Tn r%rry CTAkinA*nlZ RENTON JOB NO. 6 PAD EL.= 409.75 NE 2ND COURT 0 (j \ I GRADE 0 (j i I SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 FOURTH SUBMITTAL 4 1 MYIARS IM ®m N 3/4" WATER SERVICE ++ \I PER DETAIL 320.1 (TYP) 9 PAD EL.= 403.75 SEE SHEET WS -04 8 I NOTE: FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET DT -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. 3' MINIMUMi COVER 402 +00 401 +60 LOTS ESM 0/15/200 ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 00 18 1/31/ 405.50 401.24 ESM o /22 /201 410.75 PAD ESM z /o6 /zot 9 404.75 ESM 2/22/2ot S.S.M.H. #6 I 0 EL.= 403.751 6 "0 PVC SIDE SEWER 20 I DATE I APPR S.S.M.H. #6 17 404.75 399.43 395. 52 17 18 404.75 399.47 395.52 1 Z Q O LJ r 0. a Z PAD - ._..._ _..G_. 19 z V a 0 = EL.= 403.75 W 010 S.S.M.H. /7, TYPE 1 -48" O - - W~ 3 J � O O STA 402 +64.37, 5.00' RT. tz- \ U. }O C O v J nag e ii J � °a °a e W a W ®� Z - $g O Z W O Z mom E ffiNQ I- m3e Z 7 7N O Hu cV3 O o 0 `m 0 ; mN E - m o 3 -` 3 os 3 0 0 2� U6 42334 / JOS NO.:' 52-00 -006 DWG. NAME: WS -06 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -06 J 233 J L.F. 8 "0 I PAD - - - - - -_ -'_ PVC S.S. EL.= 404.75 - - GAS UNE CONTRACTOR TO POTHOLE -- a- �� - - - - - - - STA. 202+20.00, CL (1 li AND VERIFY LINE ELEVATION PRIOR \ I 1-2" AIR VAC. ASSEMBLY _ TO CONSTRUCTION I ® HIGH POINT _ a o MAINTAIN 10' HORIZONTAL SEPARATION - - _ - BETWEEN WATER AND SEWER �- -- -� 403 +00 - -..._. _ __ �, -�,. ,._�.�,_ ._, U .� 402 +00 . - T. --I If 401 +00 O° I r� - - - + 0 SEE SHEET Ij I WS -Ot 5 347 L.F. 8" D.I. W.M; J PAD a I EL.= 409.75 I I[ � i ii I WATER NOTES: 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. CHECKED FOR COMPLIANCE Tn r%rry CTAkinA*nlZ RENTON JOB NO. 6 PAD EL.= 409.75 NE 2ND COURT 0 (j \ I GRADE 0 (j i I SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 FOURTH SUBMITTAL 4 1 MYIARS IM ®m N 3/4" WATER SERVICE ++ \I PER DETAIL 320.1 (TYP) 9 PAD EL.= 403.75 SEE SHEET WS -04 8 I NOTE: FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET DT -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. 3' MINIMUMi COVER 402 +00 401 +60 LOTS ESM 0/15/200 ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. ESM 1/31/ 405.50 401.24 ESM o /22 /201 410.75 403.50 ESM z /o6 /zot 9 404.75 ESM 2/22/2ot S.S.M.H. #6 REVISION BY I DATE I APPR 401 ` IP T OXE KE E NO INCX SCNE KFOItgNGLT SEE SHEET WS -04 VASHON AVE NE g U 3 0 W N N z W N -P-SEE SHEET WS -04 NW 'a .L CITY OF xamor0w N,n ,ev /tool .L RENTON DATUM Planning /Building /Public Works Dept. -D4 n { KEY MAP 20' 10' 0 20' 40' SCALE: 1 ° =20' HORIZ. 1 " -10' VERT. VERTICAL DATUM: VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET s. SANITARY SIDE SEWERS LOTS MIN. FF ELEV. S STUB DEP H® E OF STU 4` ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 5 410.75 405.50 401.24 S.S.M.H. #7 6 410.75 403.50 398.44 S.S.M.H. #6 9 404.75 398.66 395.86 S.S.M.H. #6 16 405.75 400.04 396.12 S.S.M.H. #6 17 404.75 399.43 395. 52 S.S.M.H. #9A 18 404.75 399.47 395.52 1 5- 345006 GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS WATER AND SEWER PLAN AND PROFILE , Lu-- -3450 1, REVISIONS NO. DESCRIP110N DATE 8Y 0 SIM S mn 10/15/2007 6M I SECOND sumnA 01/31/2008 ESM 2 THm sump& IO /22 /2OtO f6M 3 FODRIN wmn. 12/06/2010 FSM 4 AR5 12/22/2010 ESM 0 Z VJ 3 U Z Q O LJ r 0. a Z = 0 z W L z V a 0 = W 010 O W~ 3 J � O O tz- U. }O C O v J nag e ii J � °a °a e W a W ®� Z - $g O Z W O Z mom E ffiNQ I- m3e Z 7 7N O Hu cV3 O o 0 `m 0 ; mN E - m o 3 -` 3 os 3 0 0 2� U6 42334 / JOS NO.:' 52-00 -006 DWG. NAME: WS -06 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -06 22 OF 31 SHEETS 1 l' 7 WIN. 1 T T _ NCT -O SCAIF lLA \1101 F RAM_ AND ;;O \ /T-R S -F DIAWNC 4 ^,,t :iJ \F I:UJULR f--A5K_ L.; _ONIS N AC.CORDA'JCE W_-A ASIA C - =43 ST -IS - POLYPROF'YLC \C S - =PS S ._._- BE INCL00.% :CNCP.ETE P,SER 3" PIPE NC.. `dA ✓, �P 5/1 'I' AD]ER- 'OL`PROPI'LE'NE CO\CR7 -E SH__ °RECAST BAs= `ECTON OY CAST IN sics. 121Ly, 1. (T -Pei TO r;' 101 WIDI'n-\- Sr,rrY STIFFS. 2. STEPS ARE -/ ..E III LACE BEFORE M'A�HOIE EECTIO \S ARE IN5TPLEO. J. IAH ,U IU Bc -Lt Ltn+,1,6 401. MANI10 r Sremms - Or Cr r:- h -onc -i PR-CAS' ; ON,..Rry. 5. ALL .UIIJ: SA-L OL 3Rb! LLD. 6. SAKI -P. %` Or'W -2 \• ?,\ airs D A.I PS is INTTRO2 S_RrACS, 'CI_:ING C AmBr1 hG. MATEO (3A1 =1) `H -4 , HI^,H inl M L. FTIRCKF ,.IATINF.; 4P.SSFR 'VP .ARt HIFI T , ^.P A- PFO'F_C ED -AL; OCLOP. OF COA -NG S4 -L_ BE N4 e. I•JLN_t GASKL LL JJ A 5 _IL _ B_ I, C. LI A. ht_ Vtlll ASIM 4 R. I, IAAhn I -51T S Al it A N \ MIIM C- 3/.I TI - mIfnr T. ,AMrTrR ri Tlr I P%:f5- PIP -, D. CCNAEC -DVS TO MAN -O-E SAA_L BE :A.JE JSI \3 GPK ADAPTER, /.OR N SEA_ BOOS OR AYHO'9U L'S_4L IC. Him CIS rQUA TO AN-. .PrA- -R AIP.\ 20 - - -- 1rn, SLUM PA:r A 'm.wTPACe C IVr 1G AND =AL PFOTEC-01. SYS -rM I'IS- AL_ED. SID. III" - 4001 4 � � YUdWC WOLiK3 eTANDAIIO RANITARY NANNOLE BEPARTMEhT MAliCll 20L'tl RECESSED LIFT POCKET - ii N.G ROCKET HO 2" A.C. SC (CREW 1 R LNG O (BRONZE OR SS) i ' x 2' RAISED PADS rt / 6" CONCRETE CLASS 3000 FIBER JOINT PACKING 12 X° WATER TIGHT 14 PLUG 2 j6° 45' (1 /8) BEND I K• Y 6- rb^ = 2R cT1 it" } �QS 12 X" RO 14" yh CAST IRON RING AND COVER .d� PIPE MATERIAL AS SPECIFIED 8Y BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JONTS. NOTES. 1. S' CLEANOUTS SHALL BE EAST JORDAN IRON WORKS, INC. N. 3668 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS POUR A 1' -D' NICK, Y -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS R R DEPARTMENT B OR 61NCN CLEA/FOYT MARCH 2008 `t n o Cd 2 W"ft Days Before You OU � aR 1- 800 -424 -5555 s - Utiities t%dwWmnd Location Center W MT,N D,OR,WA) s_I UL v 'c_ -E.le I Y M-.r. rr I,,)- AFAR- C,I 23 *116' G-8E1m) _AA kC.:SLL J41A._I RIE SEWER COVER & FRAME PLAN VIEW I haSnn :j/4' .ILL OD IY' COVER SECTION VIEW .J. .R .c ._. ESM fle- 'HH 45° e' wit.. s "MIN 24••4 N. 34` NH 54° 3" `ill'.. 5.5" MN. 24" 'MITI. RD. 6f.. "dN 60- P" `ilh. n V] 4Y MN. ESM 121Ly, 1. (T -Pei TO r;' 101 WIDI'n-\- Sr,rrY STIFFS. 2. STEPS ARE -/ ..E III LACE BEFORE M'A�HOIE EECTIO \S ARE IN5TPLEO. J. IAH ,U IU Bc -Lt Ltn+,1,6 401. MANI10 r Sremms - Or Cr r:- h -onc -i PR-CAS' ; ON,..Rry. 5. ALL .UIIJ: SA-L OL 3Rb! LLD. 6. SAKI -P. %` Or'W -2 \• ?,\ airs D A.I PS is INTTRO2 S_RrACS, 'CI_:ING C AmBr1 hG. MATEO (3A1 =1) `H -4 , HI^,H inl M L. FTIRCKF ,.IATINF.; 4P.SSFR 'VP .ARt HIFI T , ^.P A- PFO'F_C ED -AL; OCLOP. OF COA -NG S4 -L_ BE N4 e. I•JLN_t GASKL LL JJ A 5 _IL _ B_ I, C. LI A. ht_ Vtlll ASIM 4 R. I, IAAhn I -51T S Al it A N \ MIIM C- 3/.I TI - mIfnr T. ,AMrTrR ri Tlr I P%:f5- PIP -, D. CCNAEC -DVS TO MAN -O-E SAA_L BE :A.JE JSI \3 GPK ADAPTER, /.OR N SEA_ BOOS OR AYHO'9U L'S_4L IC. Him CIS rQUA TO AN-. .PrA- -R AIP.\ 20 - - -- 1rn, SLUM PA:r A 'm.wTPACe C IVr 1G AND =AL PFOTEC-01. SYS -rM I'IS- AL_ED. SID. III" - 4001 4 � � YUdWC WOLiK3 eTANDAIIO RANITARY NANNOLE BEPARTMEhT MAliCll 20L'tl RECESSED LIFT POCKET - ii N.G ROCKET HO 2" A.C. SC (CREW 1 R LNG O (BRONZE OR SS) i ' x 2' RAISED PADS rt / 6" CONCRETE CLASS 3000 FIBER JOINT PACKING 12 X° WATER TIGHT 14 PLUG 2 j6° 45' (1 /8) BEND I K• Y 6- rb^ = 2R cT1 it" } �QS 12 X" RO 14" yh CAST IRON RING AND COVER .d� PIPE MATERIAL AS SPECIFIED 8Y BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JONTS. NOTES. 1. S' CLEANOUTS SHALL BE EAST JORDAN IRON WORKS, INC. N. 3668 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS POUR A 1' -D' NICK, Y -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS R R DEPARTMENT B OR 61NCN CLEA/FOYT MARCH 2008 `t n o Cd 2 W"ft Days Before You OU � aR 1- 800 -424 -5555 s - Utiities t%dwWmnd Location Center W MT,N D,OR,WA) s_I UL v 'c_ -E.le I Y M-.r. rr I,,)- AFAR- C,I 23 *116' G-8E1m) _AA kC.:SLL J41A._I RIE SEWER COVER & FRAME PLAN VIEW I haSnn :j/4' .ILL OD IY' COVER SECTION VIEW E• L'ernT r-A: ,rl �I, [L64r 7; 3 1 /H• D.A L86 /r..l. FRAME SECTION VIEW NOTES COVER BOTTOM VIEW ,13; MT SUZ. -dL CN E(D) 5/11 Ll X 15 SS 4t EON BOLTi110 DETAIL LDFrI 1 IrR• _% I, mGr.1 ' GASKET GROOVE DETAIL I. 1 pJ`rk5 SHP. I H- UCI Y:: 1I: P-R -fAl JCR`.AN RCK ;LI?<5 NC. h,::..',:17C1 OR =QAA1 2. _SE FRAIF_ AND CCYER =C: STOPN (S =EC=" "I; +.AI\" C'`.:)CVI SANI IA F' (SR9G Y CR WA-ER (SPECI= "r "WATER" PUBLIC! ROT? v M• MAN - 41 DKPARTMIRN'r NMU4NOLE !RAVE AND COYER MARCH 2008 -;: (s; - Tic. IF �) _IN TS OF PIPE __10',= IZ ii /i % /r. DING M•`TERI`•L J r //� 'fJl 'HY 3EJ;LH I'll '.!// ,'sit NCI '� fir I BEDJI[,G =D< S:',A1_ARY SEWER P '_ _ `R: ry l: .l.11 ;TIED �IIFNi% urn! r�IRIPl 1. �. RAN: -AlvP J,CER FA.MCHS. 3. COMFACT BED_ 1,C VAT -P,IA_ -0 S5R MA.X. CEPGIT° EXCE'- DIRE ' C',EP =PE. FAND -A \IF CNL ". 4. SEE "ERYCA:/ATICY AND PREPARATION Or TREAD -" IN THE SANF-ARY •dT; sm.. -CN Cr T - sTA \CA:i r, -onQgTICNs Fit,, TRITI MDN "'ti' A 4 TRENC-1 NC OF -DNS. - -E "E ZCNE Vt_L 3E THE <:: It.!" ItU N2 •CID 111. ,o. HI M:1 HN III SIIA. I COA.I CNM li: "IIi:CKI II LNG` IN III Sl \TIM' I- ;&K ]LU UN Ch 1 -a il:, \G /'CJ >':UR1:A 11CHn. L LLP Mh IRIX:iS OR I..H :S A;GI I: 111:, "' 1'I R I:Ii11 01 ' DIAM Ili aikJ. Phi BE USED I\ HE BACKF_L MA. -RI.A- C. PIPE ZO',E MASER1A_ SiAL_ BE ' ZRAYE_ EACKFLL FCR CRAINS' AS S °`_CF_D IL TFE ACCRECASS SECTIOI. Or THE S- ANDAF.0 5'= CIF:ATICV ?. PIPE U.S_ DC AYCIIC, IN SL- A NAYHCi AS TC -NSURC rLo," LINE IS AAIIJAI \ED. PUBLIC WORKS PIPE REOOINO 8M' FIB - 405 DEPARTMENT FOR 1111ANrPARY 619111110118 "ARCH 2009 T SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 1 FOURTH SUBMITTAL NO. I REVISION PROPBi1Y UNE RE 6" BUILDING BOND PIPE Q UNBUILDING SEWER cm R\ WlE `1'1 4" SN 'TEE WN 6" WE OUTLET AIRFARE CLEWOUT WAIN "BE ON rc ( CAST IRON RING & COVER IN T 41M w$ (SM STD. DRW I Ml) ENm A I A" DOE SSIER AMC -1111-IM SENEIR ACCEPTABLE PROCEWIB:S FOR BDE SEWER CONNECTIONS TO MAIN UI ME As FOUL A. OTRIRED MAY MAN - CUT M A NEW TEE USING FLEWBILE CO PUNGS (PERRCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE - DRILLED WIN A ROBAC SADDLE (OR APPROVED EQUM). C PVC MAN - CORE- DRILLED MV A MARC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW WE USING NROD COUPLINGS D. OUCTIX IRON MAIN - CORE - DRILLED ON A NO AC SADDLE (OR APPROVED EQUAL) E MANNEE CONNECTION - ALL CONNECTIONS TO MNWICiES SHALL BE AT MMIUFACUIRD KNOCK -OUTS OR THE STRUCTURE SHALL BE CORI io/i5/"71 50'" ALLOWABLE MAX BY O ESM U 1 /4' LLS m 1 F rF'1 •1 OR DUCTILE IRON PIPE. 1 J16` CONCRETE BLOCKING MAN Qt '15C� 2% MIN SLOPE ESM 12/06/201 HORIZONTAL °FAAA' L`NRr 6" 510E CUTLET ME ESM B" MIN. CONCRETE GF TEE SEM MAIN N BLOCKING ANGLE AT MAN OVER 25 ELEVATION r1.�rvn1 SIDE SERVER I:VATN E• L'ernT r-A: ,rl �I, [L64r 7; 3 1 /H• D.A L86 /r..l. FRAME SECTION VIEW NOTES COVER BOTTOM VIEW ,13; MT SUZ. -dL CN E(D) 5/11 Ll X 15 SS 4t EON BOLTi110 DETAIL LDFrI 1 IrR• _% I, mGr.1 ' GASKET GROOVE DETAIL I. 1 pJ`rk5 SHP. I H- UCI Y:: 1I: P-R -fAl JCR`.AN RCK ;LI?<5 NC. h,::..',:17C1 OR =QAA1 2. _SE FRAIF_ AND CCYER =C: STOPN (S =EC=" "I; +.AI\" C'`.:)CVI SANI IA F' (SR9G Y CR WA-ER (SPECI= "r "WATER" PUBLIC! ROT? v M• MAN - 41 DKPARTMIRN'r NMU4NOLE !RAVE AND COYER MARCH 2008 -;: (s; - Tic. IF �) _IN TS OF PIPE __10',= IZ ii /i % /r. DING M•`TERI`•L J r //� 'fJl 'HY 3EJ;LH I'll '.!// ,'sit NCI '� fir I BEDJI[,G =D< S:',A1_ARY SEWER P '_ _ `R: ry l: .l.11 ;TIED �IIFNi% urn! r�IRIPl 1. �. RAN: -AlvP J,CER FA.MCHS. 3. COMFACT BED_ 1,C VAT -P,IA_ -0 S5R MA.X. CEPGIT° EXCE'- DIRE ' C',EP =PE. FAND -A \IF CNL ". 4. SEE "ERYCA:/ATICY AND PREPARATION Or TREAD -" IN THE SANF-ARY •dT; sm.. -CN Cr T - sTA \CA:i r, -onQgTICNs Fit,, TRITI MDN "'ti' A 4 TRENC-1 NC OF -DNS. - -E "E ZCNE Vt_L 3E THE <:: It.!" ItU N2 •CID 111. ,o. HI M:1 HN III SIIA. I COA.I CNM li: "IIi:CKI II LNG` IN III Sl \TIM' I- ;&K ]LU UN Ch 1 -a il:, \G /'CJ >':UR1:A 11CHn. L LLP Mh IRIX:iS OR I..H :S A;GI I: 111:, "' 1'I R I:Ii11 01 ' DIAM Ili aikJ. Phi BE USED I\ HE BACKF_L MA. -RI.A- C. PIPE ZO',E MASER1A_ SiAL_ BE ' ZRAYE_ EACKFLL FCR CRAINS' AS S °`_CF_D IL TFE ACCRECASS SECTIOI. Or THE S- ANDAF.0 5'= CIF:ATICV ?. PIPE U.S_ DC AYCIIC, IN SL- A NAYHCi AS TC -NSURC rLo," LINE IS AAIIJAI \ED. PUBLIC WORKS PIPE REOOINO 8M' FIB - 405 DEPARTMENT FOR 1111ANrPARY 619111110118 "ARCH 2009 T SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 1 FOURTH SUBMITTAL NO. I REVISION PROPBi1Y UNE RE 6" BUILDING BOND PIPE Q UNBUILDING SEWER cm R\ WlE `1'1 4" SN 'TEE WN 6" WE OUTLET AIRFARE CLEWOUT WAIN "BE ON rc ( CAST IRON RING & COVER IN T 41M w$ (SM STD. DRW I Ml) ENm A I A" DOE SSIER AMC -1111-IM SENEIR ACCEPTABLE PROCEWIB:S FOR BDE SEWER CONNECTIONS TO MAIN UI ME As FOUL A. OTRIRED MAY MAN - CUT M A NEW TEE USING FLEWBILE CO PUNGS (PERRCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE - DRILLED WIN A ROBAC SADDLE (OR APPROVED EQUM). C PVC MAN - CORE- DRILLED MV A MARC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW WE USING NROD COUPLINGS D. OUCTIX IRON MAIN - CORE - DRILLED ON A NO AC SADDLE (OR APPROVED EQUAL) E MANNEE CONNECTION - ALL CONNECTIONS TO MNWICiES SHALL BE AT MMIUFACUIRD KNOCK -OUTS OR THE STRUCTURE SHALL BE CORI NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COYER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, A PUBISC WORKS 8T IDARD 8A770N R sm no - 4064 nRPART11EtJ'1' (eEMER MAIN TO PIDlERT7 LINE) MARCH 2010 ESM io/i5/"71 50'" ALLOWABLE MAX BY O ESM FOR CAST IRON PIPE m 1 SECOND SUBMITTAL 01/31/2M OR DUCTILE IRON PIPE. ESM CONCRETE BLOCKING MAN Qt '15C� 2% MIN SLOPE ESM 12/06/201 HORIZONTAL °FAAA' L`NRr 6" 510E CUTLET ME ESM B" MIN. CONCRETE GF TEE SEM MAIN N BLOCKING ANGLE AT MAN OVER 25 ELEVATION SEWER MAN TYPICAL SIDE SERVER I:VATN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COYER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, A PUBISC WORKS 8T IDARD 8A770N R sm no - 4064 nRPART11EtJ'1' (eEMER MAIN TO PIDlERT7 LINE) MARCH 2010 ESM io/i5/"71 DESCRIPTION TE BY O ESM 1/31/ m 1 SECOND SUBMITTAL 01/31/2M 061GNm:�'L ESM o /22/201 THIRD SUBMRAL 10/22/2010 ESM ESM 12/06/201 ESM °FAAA' L`NRr ESM 2/2x/201 ESM GIRFUm: M /((ELSRIG 6" SEVER 5TNO / (REYOYE TO R/WQ `�EMSIINC u^AN:TANY 5£{R PA:N 1/ 0 EuoWO -it -- --------------- BEND (NOT 6' SEWER SAB -SEWER ANN SZE X 6' ME PROPOSED SEVER MAN flJW C SID. LWM e'MB'1(e' WYE4 6 x 4 IBDU(£A- EXISTNG 4' SICE SIU. AJA - 40Y e PTBD.IC WORKS TYPICAL RIDE RENER CONNECTAON DEPARTMENT FOR REIMER GAIN IRi - LACEMENT I MARCH 2010 SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4, A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S= 345001 U Mw t9" GLADCO DEVELOPMENT, L.L.C. NIS WPMDwrAI Nw ,866 "°°' A CITY OF RENTON ROSEWOOD HIGHLANDS ONE INCxI DATUM R NI LL MALE Planning /Building /Public Works Dept. SEWER DETAILS AND NOTES IF XOT OA£ IWN SGLLE ACC°Rd.YGLY c� -vo7 -05 REVISIONS NO, DESCRIPTION TE BY O FRSt SUSWM . 10/15/2OD7 m 1 SECOND SUBMITTAL 01/31/2M am 2 THIRD SUBMRAL 10/22/2010 ESM 3 FOURM SUBMRN. 12/06/2010 ESM 4 Mttexs 12/22/2010 ESM O Z v/ 3 U J Z Z T O W Z 2 (� V O J W W Q o O W 0 tug �U) Q W � 0 0 o � Ed R: C U fig„ J V �TJm H1 2� Lu- d ® s5 O N Q g m� 3 m E d Som�roO So 0 o�ro gy Wpa U r� O ° O Li E - O 3 a c 3 CO 03 MR 2° oa' L !T �`�)sTen fit' 7PAGL 0/006 JOB NO.: 1352 - OWG. NAME: DT -05 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: DT -05 27 OF 31 SHEETS A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON NE 2ND CT NE 2ND PLACE SEE SHEET WS 06 SEE SHEET WS -02 SSMH 40 I I ' a I I I I I I I I II II EXISTING FIRE HYDRANT I I I �OODO'I I SAX � I I I SAWCUT TYP. I I I I I p d I\ 0 9 - "i 10 '1 15 o+ o $ W W 51 +001,1_. I — I I 9 16 GAS LINE CONTRACTOR TO POTHOLE AND VERIFY LINE ELEVATION PRIOR TO CONSTRUCTION n� I 0 — t F- I 51+80.04, 6.79' STA. - 61189.48- 6- 89 --t"F, UNION AVE. NE "r I 0 8" TAPPING GATE VALVE (FLXMJ) WET TAP CONNECTION PER DETAIL 300.4 ON O 1 D 2"X8" TAPPING TEE (MJXFL) LLI I 0 z cc M W z WATER NOTES O o t i 5 1 I FIRE HYDRANT ' j ( RELOCATE EXISTING SEE SHEET WS -02 METER BOX AND SET NEW METER BOX AND L_ _ METER BEHIND SIDEWALK BY CITY CREWS — — 0 12° C.I. N0057'27 "E 1002.72' UNION AVENUE NE G-------- q-- 0 0 0 0 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. EXISTING 12 "OC.I. W.M. —/ PER AS —BUILT DRAWING #W -245 2�0��0 "12b UNION AVENUE NE rAx� (MINOR ARTERIAL) 36" W OCATE EXISTING ER BOX AND SET I METER BOX AND ER BEHIND SIDEWALK CITY Ci EWS SEE SHEET WS -02 /-EXISTING B" D.I. W.M. PER AS -BUILT DRAWING W-505 RELOCATE EXISTING METER BOX AND SET NEW METER BOX AND METER BEHIND SIDEWALK BY CITY CREWS slig i n SCALE: 1" = 20' 20' 10' 0 20' 40' -rn --- 54 +C NOTE: ABANDON /REMOVE EXISTING SEPTIC SYSTEMS /SEWER SERVICES TO I- HOUSES BEING DEMOLISHED PER DEPARTMENT OF HEALTH REQUIREMENTS. VERTICAL DATUM L9�I :iYPT_1��7_tiLIT7G1.G19►iI:1. 306'flg30 COUNTY POINT #6113, POI AMELNT1503 lv .g PUBLISHED S � SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET AS -BUILT CERTIFICATION I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY CEPTED PROFESSIONAL ENGINEERING AND /OR EY1t}fG PRACTICE. _ J0 D. KARLE �'. S. NO. 41959 CHECKED FOR COMPLIANCE 1 1 sECOND sUBMII TAL ESM 1/31/200 w I£PIIDM_ . I,", 2 THIRD SUBMITTAL ESM 0/22/201 Dls,cxm: t' -'�%' MOMZON��"mf883 /'a91 Ch CITY OF GLADCO DEVELOPMENT, L.L.C. TO CITY STANDARDS etx ROSEWOOD HIGHLANDS 3 FOURTH SUBMITTAL ESM Iz /os /2o1 RENTON 4 MYLARS ESM 12/22/201 °luwx: aC 5 CONSTRUCTION SET ESM 02/24/201 f n_ Call Workig Days Before You N FGoI oxc x I Planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE �\ NO. REVISION BY DATE APPR N'aBOVe° s A RDIW° 4 0 1-0001010-424-&555 (D,MTNDOR,WA) RENTON JOB NO. 0,8,' 0-3,45003 rS "34,500%.` WS -01 'REVISIONS NO. DESCRIPTION DATE BY 1 SECOND SUBMV& ESM 01/3//2000 2 iNIRO SUBMIT& mm 10/12/2010 3 FOURIN SUBMVOL ESM 12/06/2010 4 M AR6 12/22/2010 ESM S CONOfRV=N S9 ESM 02/24/2011 6 AS BUIUs 09/12/2011 ESM T AS BUILT MYIARS ESM 10/19/2011 z O z Vi 3 J z� J < 0 J Z o = W a 0 = a i W N Oz 0 a U w W~ J' 3 0 O O 02 Z Ix Lz O L U J %1I dPvw O L1� Ir- O W d z z ® � ss _ z W a m o � Eo °m E F Q o ma E t� mm m O 3 N NcN cQ 90 Z 0 o rmB E m o C CD �3 W0 •� a va' L gr �c / S7pNAL JOB NO.: 1352-001-006 DWG. NAME: WS -01 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 OF WS -JIIE� I OF 31 A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON n EXISTING 12 "0 f NE 2ND CT C.I. WATER MAIN PER i AS -BUILT DWG W -245 p; a `E o 100 +65.04, 23.44' VASHON AVE NE SEE SHEET 1111S -0 STA. LT. SEE SHEET WS -04 3 1 -5 1/4" FIRE HYDRANT ASSEMBLY FLANGE ELEVATION -- 44-1-34 - 4 T� '411.33 , PAD KEY MAP 3 I 1 EL= 405.25 O o° III. W I I ( PAD 2 3 EXISTING SEWER MAIN PER AS -BUILT I ± I Z EL.= 411.25 PAD ` S -435 TO BE REMOVED OR ABANDONED ` II) Lll, a I I I EL.= 409.25 PAD BETWEEN EXISTING S.S.M.H #3 AND - - -- EL.= 407.25 EXISTING S.S.C.O.. REPLACE WITH 263 L.F. D 3 I ( 8 "0 PVC S.S. AS SHOWN. RECONNECT O 20' 10' O 20' 40' ZW UNVERIFIED LOCATION OF EXISTING SIDE SEWERS PER STD PLAN I N t " =zo' HDRIZ. 3/4" WATER SERVICE 7 + SCALE: t " -t0' VERT. JOINT UTILITY EXISTING S.S.C.O. TO BE 407. MAINTAIN UNINTERUPTED SERVICE TO o D. I oo PER DETAIL 320.1 (TYP) REMOVED T EXISTING HOMES CURRENTLY SERVED. PAD �� 3 00 II TRENCH ? I N \� + ._ _ _.± + E1.= 400.75 % - - -- -V ;- �-- :- .. .. °,- IN AI NI MUM , ro a 1 VERTICAL DATUM: .. .. � - - HORIZONTAL SEPARATION - .. .................. ..... ...._ .............. ... R AND SEWER VERTICAL DATUM ND 88. BTEN WATE . .. � .. _ PROJECT BENCHMARK 8 KING COUNTY CONTROL POIN T #6 11 3, W PO NT ME NT103 PUBLISHED ELEVATION = 401.012 FEET. y Z N D Ia. c701 00 G - G o5 c ^` -"� - - - _ - - _ _ �_- - ' --- J W SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, EXISTING 12 D.I. ,� - I - s 0, s s 1 c G G c - - '-' - - - = N TBM 100 - EXISTING RR SPLICE UP 0.1' ON W. FACE OF POWER POLE, W.M. PER AS -BUILT 3 I o - - I s s'I.O3+00 S s s- ELEVATION = 411.79 FEET DRAWING #W -245 - ° n TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, -r NE 2ND PLACE ELEVATION = 410.21 FEET EXISTING 36" (SPU) 3 w- W.M. APPROXIMATE _., w - - - - - ®w -EX 8 "D.L EX 8' "O.I_ LOCATION 263 - - - - - �II I p� -363 -L.F. 8 "0 PVC S.S. S.S.M.H. J4, TYPE 1 -48 "0 STA. - 193 16 4.39, -4,24' LT. THICKENED EDGE 103+54. 4. EXISTING 8 "0 D . W.M. APPROXIMATE SEE SHEET RD -01 100+65.76, 11.93' PER AS -BUILT DWG EX. S.S. STUB EXISTING HYDRANT STA. 449+66.87, 1153.90' RT. #W -505 LOCATIONS UPGRADE WITH STORTZ 1 -6" GATE VALVE (FLXMJ) S.S.M.H. #5, TYPE 1 -48" ADAPTOR IF EXISTING STORTZ ADAPTOR IS PER DETAIL 300.1 ON SHEET DT -06 STA 4 01+01 -68 25- LT. �0�00 NE 2ND PLACE NOT PRESENT 8 "X6" TAPPING TEE (MJXFL) 101+01.26, 3.57' 10 103+74.51, 12,32' STA. RT. STA 103 +73.35, 13.50' RT STA. 103+75.75, 13.45' RT 3 -8" GATE VALVES (FLXMJ) 1 -8" TEE (FL) SANITARY SIDE: SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH 0 END OF STUB ELEV. 0 S.S. MAIN DOWNSTREAM S.S.M.H. 1 412.25 406.44 402.78 S.S.M.H. #5 2 410.25 404.17 400.53 S.S.M.H. #4 3 408.25 401.81 398.35 S.S.M.H. #4 4 406.25 399.08 395.93 S.S.M.H. 4 CONC. THRUST BLOCKING CUT -IN TEE CONNECTION PER DETAIL 300.4 ON SHEET DT -06 ! NOTES: . . aJ M r Q u7 M^ M r7 O cp M rn a N N W co O O O r,1 b sD o 10 Ion OD I� m m 1n a 1'9 ro a Oq 0 0 n aD 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR rn 0 h vD� U1 d I") N OIL O� W Oj r c0 t7 to to o m o °' o o of LO 0' a' o M1 o N o rn o a, rn rn ED o, n (Do rn 0 on ui rn TO EXCAVATION FOR THE WATERMAIN INSTALLATION. O �F O y 0 ' O y. O ' O ' O d. O d. O M O M rn I+) M 01 a a s a a a Nj K3 M9 K9 n n I 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT .___._ ..... - -_- - - - -- - _._.... __...- CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. - AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER THAT THE INFORMATION SHOWN HEREON REFLECTS THE �p,N D /r CONNECTION DETAIL SHEET DT -04. SEWER STUBS TO THE "AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. IS BASED UPON WORK PREPARED IN ACCORDANCE WITH - GENERAL CCEPTED PROFESSIONAL ENGINEERING �r - - - - ' -- 4. EXISTING MANHOLES AND MAIN TO BE ABANDONED OR AND /OR SU EYI PRAT E ,'$I is REMOVED, IN NE 2ND PLACE. CONTRACTOR MUST MAINTAIN SERVICE TO ALL EXISTING SEWER STUBS OFF EXISTING t-... 1959 SEWER MAIN. JONA7HM D. KARLE , L.S. NO. 41959 N4, yLAD .420 DAT . /�/�9/�/ 5. MAINTAIN WATER AND SEWER SERVICES TO EXISTING HOUSES. _...._._ ____ -_ - - -_- -- ._.. -- ____ _. -._ ._ -_..._ ._ --_ -- -___ -_ _ - - - -- -- __ - -_ -- - - - -- --- _ -.. ...- ... - ---.. ...--- -._ ..._. -- RECONNECT EXISTING SIDE SEWERS PER STD PLAN 407 ON _ 42_O__ PROPOSED SHEET DT -05. GRADE 0 � EXISTIN 410 G - - GRADE ' 41 J - -- - _ - - - - - - - - -- - -- -- - - -- - - -- - - - - - - -- - - -- - -- - PROPOSED O -- -- -- -- -- STORM DRAIN :26i 1 = w _ - I'I - -490 _ _ -r = _ - - - -- - _ - -- - -- - -- - - - - - - -- - - - - -- -- _._ _.... __ -- - -_ C S.S. 0 S ... - 3 L.F., 8 PV _ 400 S.S.M.H. E5 t STA. 1c1+01. 60, 2.25 T. RIM -;#99:48• - 409.60 I(N07 FlN{�L RIM GRAD EXISTING "0 D.I. W.M. ! `��° T� ' I.E. -4688- 6 "0 IN (N 402.43 I.E. - 4BP -i8- 8 "0 OUT E) 402.19 (ASSUMED ELEVATIONS) I " =" == "; (n 390 - - - -- - - `- - -- - -- - . __ _ -- - - - -- - - - _` _ - -- - - -- - - - -- -- - - -- 390 r ( I- W = z -- - ( EXISTING "0 SEWER = w S.S. 4 TYPE -48 "0 TO BE RE OVED OR U 3$� °8 380 __ -- -1 - -� - - - - -- -- - - -__. -i - - - - -- -� - -__ ..._._._ - - -- . - - - - -- - --- - - - - -I -1----- . _. - -- - STA. 1113 +64.39, 4: 1 T. 1 ! ABANDON F - C- - ----- -- --- - - - -- RIM = 396,66 38 .97 L`NOT FINAL RIM GRAQ� Q J -� ° ( I.E. = 1389-.89- 8 "0 IN (W N 38.48 w ( I.E. = 138'9.75';- 8 °0 bb?" 389.27 �a 100 +40 100 80 101 20 101 +60 1 102 F00 102 +40 102 +80 103--20 103 60 104 F00 o CHECKED FOR COMPLIANCE SECOND SUBMITTAL ESM ,/31/2 N WRR NOD „", D ' M0R60Nf��' 86 `' CITY OF GLADCO DEVELOPMENT, L.L.C. TO CITY STANDARDS 2 THIRD SUBMITTAL ESM w /22/201 1 �2C .9 DESIGNED: RO➢6DpI 3 FOURTH SUBMITTAL ESM 12/06/201 Rfx „u, ROSEWOOD HIGHLANDS GGLE: a 4 MYLARS ESM t2/22/201 RENTON 5 CONSTRUCTION SET ESM 02/24/2011 CHELNEO pON,E INCH_ � DATUM oRAMWIS Al ETO E INE I Planning /Building /Public works Dept. WATER AND SEWER PLAN AND PROFILE YIIS -02 ' Ce12 Working Days Before You Dig NOT ONE I x �N SGLLE MFGRGIHCLY 1 -800- 424 -5555 N0. REVISION BY DATE APPR rPxo D sx DE 18 31 u `= Vdbee Underground Location Center (IDWrWORWA) RENTON JOB NO. e REVISIONS NO. DESCRIPTION DATE BY 1 SECOND SUBMRIAL am 01/31/006 2 2 THIRD SUBMTOA am t 0/22/2010 3 FOURM SUBMRTAL FSM 12/06/2010 4 M M5 12/22/2010 ESM S DON6IRUCTWN SET 6M 02/24/2011 6 5 Buns 09/12/2011 ESM AS BUILT MTIARS am 10/19/2011 O 2 VJ 3 J zJ 0 O a 0- Z = o z cW G ((� V z a 0 = W W 0 N o O z z 0 U w � W~ 3 J 0 O z yO C U U Val ae �E N Q° Lu w ® a°L 0 0 C7 - 1u ° 00o E c Nm .2 0< c0 '�. °c g,3 E z$ J � 0) N O m' 0, Z Q J06 N9 N i v mmLL E o „ 3 `- o°0 =D �3 wD �a GEL L gT� T s�eA41L JOB NO: 1352-001-006 DWG. NAME: WS -02 DESIGNED BY: KIND DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: C pWS-02 1 V OF 31 SHEETS -. ..- 0-- -- N-- -'--.. . _.. DETAIL 300.4 ON SHEEP DT -O6 In �Do -'t 00 aIN of Eo co ro co rn of - ath ate of of a1 p, In m ro ro I EXISTING 8 "0 SEWER TO BE - - - - - -- PROPOSED REMOVEDIOR ABANDON D GRADE ® OE PROPOSED STORM DRAIN EXISTING 8"0 - _ d,�__� 400 - -. . _... --------- �- -- T -_ -. __ - -__ __ -_ _ �A$SL1MLEYATlONS }` _ EXISTING LE, E S 38 95, z8' OUT W SE 1 Q6 +90 1i F 90 ! T T S 9� - -- - -- - - -- - -- - I- - -- - -- - - -- -390_ - BM �Q ®S _ _ - 3SQ- ..._._.__._ Lil _S.S 105+17.99 3 TYPE 1 -48 "0 1... - _- �. ._-I, = r. - - -- -= -' --- - _--- ----- - - -- - _- �.__-- - - - - -- -- --- ---- -- ...---._... _._- - - --- - -- - -- -- -- `3 I W J STA. j4 H. A3. -1'9- 5.20 LT. 0 �" �� _ -i811 L.F., 0 PVC S.S. EX S. S.M.H. } _ RIM 89° ?9- yi93.60 T - -- N = ? b S-F • 106+47 19 S Fl. 1 6 +66.28, 17 22 RT� AS -BUILT CERTIFICATION: I I. . - ', IN N W 38250 _ t( E I i I 1 _ R @� 386.09 QU - I.E. _ *+>*�8 0 OUT tS�) 38239 0• 4 SS.M.H. 1 T E 1 48 "0 E _ 8G 19, 8 "0� 1 (NNI,)N) ! I HEREBY DECLARE O THE BEST RE N KNOWLEDGE j " STA �96+ib -4r2 -387. RT. I.E. - 80 09, 8 "0 UT (S THAT THE INFORMATION SHOWN HEREON REFLECTS THE - -� -- -- -- -- - -_._ . -_.- - - 20 -L S.S. ®S- 6:A968 -F1I� -- - -- - - -- 38100 G 38i3 8p�•3W - -� -- 4 L.F., 8 "2 _- - -- -._. _.____..... -... AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION dD ZSL_ - S =O -OTfO (( - i^ 380.81 I.. 4 OUT SE .S IS BASED UPON WORK PREPARED IN ACCORDANCE WITH y 105+37.0 OONTRACTOR 0 VERIFY I) FT/F1 GENE ACCEPTED PROFESSIONAL ENGINEERING '` a C4 5= 0.0400 ' 1 AND/OR G PRAC CE. , S.S.M. H. PE 1 -48 "0 LL,,�OCATION AND ELEVATION PRIOR 1*0 EXISTING SUER STUB PER AS -BUILT DW 5 -435. STA. 4 65 RT !I YO CONSTRUCTION. NOTIFY 4- alas CONTRACTOR TO DEFLECT ACCORDINGLY TO L T.G. = 39.6&39281 ! INGINEER OF iANY JO T N D. KARL N, L.S NO. 41959 N _____ CONNECT INTO NEWS EM, CONTRAC OR MUST - - - - - -- -- - L- 3g? - -8 "0 IN W -- '3871'7 -- r- -- -- - -- DISCREPANCIE . MAINTAIN TO S ER STUB. LE. = 3>'.46, �8 "0 OU� �E)I 382.03 ! �� u o � T 104 +40 1 104 +80 I 105 +20 105 +60 1 1061+00 1061 40 6` CHECKED FOR COMPLIANCE 1 1 SECOND SUBMITTAL ESM 1/31 /2oo 8 2 THIRD SUBMITTAL ESM ,0/22/20, OESroNDI: Y�20' :S 2} CITY OF GLADCO DEVELOPMENT, L.L.C. � TO CITY STANDARDS HDX12INrtAl Nw 1B� /, °BI x a 3 FOURTH SUBMITTAL ESM 2/06/201 ML RENTON ROSEWOOD HIGHLANDS 4 MYLARS ESM 2/22/201 pm�°' cu" Dl Nc NO OEWCH 5 CONSTRUCTION SET ESM 02 /2a /zm m: DA UM Planning /Building /Public works Dept. WATER AND SEWER PLAN AND PROFILE WS -03 Q V WI 2 Working Days Before You Dig IF XW ONE ING NO. REVISION BY DATE APPR A°FRarE°: seas eewNOwelx sxEEC 19 31 W 1- 800 - 424 -5555 Lnilfte Underground Location Center (D,MTND,gjWA) RENTON JOB NO. REVISIONS -- -- -- - ' -- 5 -435. CONTRACTOR DEFLECT CT IO NEW SYSTEM. ACCORDINGLY TO CONNECT M PER STD PLAN 407 CONTRACTOR MUST MAINTAIN SERVICE TO SEWER STUB, 105 +27.99. 11.31' STA. - t6s+20.914.5+ RT. STA. 105+26.72, 12.47' RT. STA. 105+29.29, 12.56' RT. 3 -8" GATE VALVES KING ING SAWCUT AND PATCH ASEMAIN. 1 -8" TEE (FL) TO CONSTRUCT VAULT AND INSTALL cur_I SEWER MAIN. N rrF enMNFennnl PT=R SANITARY SIDE SEWERS ' A PORTION OF THE NW VASHON PL SEE SHEET WS MAINTAIN 10' MINIMUM 1/4 NE -05 OF SECTION 15, TWP. 23 N., _ - _ _______ _ ____� RGE. 5 E., W.M., KING COUNTY, WASHINGTON 20' To, 0 20' SCALE: I " =20' HORIZ. i " =10' VERT. n '- ---- -� IN 2ND Cf w w Z z W 40' a z NE 2NDP�CE 1 389.60 383,57 1 S.S.M.H. #3 3 FOURTH SUBMITDL 12/06/2010 HORIZONTAL SEPARATION ESM 4 MnMB 12/22/2010 ESM 5 CONSIRUCTON SET ESM 02/24/2011 I BETWEEN WATER AND SEWER 6 AS BUILM 09/12/2011 ESM T AB BUILT MTIAR$ 10/19/2011 FSM r I I I 8 Z u�/)� VJ 3 10 1 % 12 ( I r al I NOTES LL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO J 0 PAD I P Z = o W EXCAVATION FOR THE WATERMAIN INSTALLATION. O EL. 398.75 EL. 96.75 I 0 I rR CT I Q I REMOVE EXISTING S.S.MH. #2 2 ?a W W 0 c zl AND 8 "A PVC S.S. FROM 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF 0 O + ' g ,; i STOR VAULII M I ' % X w m EXISTING S.S.M.H. #2 TO UNION RENTON TRENCH AND STREET OVERLAY DETAIL. J N d' JOINT UTILITY TRENCH S.S.M.H. #3, TYPE 1 -46 0 3 STA. =HrH�89 -5:26 LT. _ ' I i 20 I I 1 I O I AVENUE PER CITY OF RENTON 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL C O 105+17.99, 0.33' L.F. PV S ' ' O STANDARDS - HE PROPERTY LINE SHALL BE U I ff I d 6 -INCH MIN. ® 2% MIN. SLOPE. W Q ........................... ..........._....._......................... .......................... ._,..._ .................. ..._...._..;......._........... ,. I I W 0 vo °m E z NvQ EXISTING MANHOLES AND MAIN TO BE ABANDONED OR REMOVED, IN m, E z� J 7N O V i64 -LF. 8 2 PVC SS '0-� xi5 -' `°`• °� ° °° NOcm 8 m • 0 V S.S.M.H. #2, TYPE 1 -48"0 u ILL E - 0 NE 2ND PLACE. CONTRACTOR MUST MAINTAIN SERVICE TO ALL EXISTING 3 WI- UI 153 . RT I L• gr7 SEWER STUBS OFF EXISTING SEWER MAIN. Y = W JOB NO.: 1352- 001 -006 DWG. NAME: WS -03 ' I 105+37.10. 6.36- ' DRAWN SY: I 20 L.F. OF EXISTING 8 "0 TO BE 5. MAINTAIN WATER AND SEWER SERVICES TO EXISTING HOUSES. DATE: 10/19/2011 N Z PRINT: 1'' 19 OF 31 SHEETS , I ; I REMOVED OR ABANDONED RECONNECT EXISTING SIDE SEWERS PER STD PLAN 407 ON SHEET c -' - -G -D =- _. _ i i iL! - �� i DT -05. N = 6 165 +00 s -- _�� - -_ - --- ----_- - -- "4 V - % _ - -- 1_06 +00 - - - - -- e EXISTING 8 PVC S.S. PER 1 AS -BUILT DING #}w -505 VERTICAL DATUM: - w- EX 8" DI - EX. #1, TYPE 'I -48 "0 VERTICAL DATUM IS NAVD 88. _ _, - _ �__.,w ws' EX 8" D.I. - 106 +6 STA 106 +66.28, 17.22' RT. - PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, - - '-- - J w - -� POINT NAME RENT1503, _ PUBLISHED ELEVATION = 401.012 FEET. 104 L.F. 8 "0+ PVC S.S. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, EXISTING SEWER MAIN PER AS -BUILT DWG S -435 TO BE ABANDONED OR REMOVED TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, THICKENED EDGE 106 +47.19 5.71' ELEVATION = 411.79 FEET SEE DRAWING RD -01 EXISTING 8 "O D.I. W.M. PER S.S.M.H. J1, TYPE 1 -48 "4 TBM 101 - EXISTING SOD NAIL UP 0.5' ON W. FACE OF POWER POLE, AS -BUILT DWG #W -505 STA 9961 !;F.99 -3-98- RT. ELEVATION = 410.21 FEET EXISTING SEWER STUB PER AS -BUILT DWG NF 9111 PI AC_F SHALLOW MANHOLE PER STD PLAN 400.2 -. ..- 0-- -- N-- -'--.. . _.. DETAIL 300.4 ON SHEEP DT -O6 In �Do -'t 00 aIN of Eo co ro co rn of - ath ate of of a1 p, In m ro ro I EXISTING 8 "0 SEWER TO BE - - - - - -- PROPOSED REMOVEDIOR ABANDON D GRADE ® OE PROPOSED STORM DRAIN EXISTING 8"0 - _ d,�__� 400 - -. . _... --------- �- -- T -_ -. __ - -__ __ -_ _ �A$SL1MLEYATlONS }` _ EXISTING LE, E S 38 95, z8' OUT W SE 1 Q6 +90 1i F 90 ! T T S 9� - -- - -- - - -- - -- - I- - -- - -- - - -- -390_ - BM �Q ®S _ _ - 3SQ- ..._._.__._ Lil _S.S 105+17.99 3 TYPE 1 -48 "0 1... - _- �. ._-I, = r. - - -- -= -' --- - _--- ----- - - -- - _- �.__-- - - - - -- -- --- ---- -- ...---._... _._- - - --- - -- - -- -- -- `3 I W J STA. j4 H. A3. -1'9- 5.20 LT. 0 �" �� _ -i811 L.F., 0 PVC S.S. EX S. S.M.H. } _ RIM 89° ?9- yi93.60 T - -- N = ? b S-F • 106+47 19 S Fl. 1 6 +66.28, 17 22 RT� AS -BUILT CERTIFICATION: I I. . - ', IN N W 38250 _ t( E I i I 1 _ R @� 386.09 QU - I.E. _ *+>*�8 0 OUT tS�) 38239 0• 4 SS.M.H. 1 T E 1 48 "0 E _ 8G 19, 8 "0� 1 (NNI,)N) ! I HEREBY DECLARE O THE BEST RE N KNOWLEDGE j " STA �96+ib -4r2 -387. RT. I.E. - 80 09, 8 "0 UT (S THAT THE INFORMATION SHOWN HEREON REFLECTS THE - -� -- -- -- -- - -_._ . -_.- - - 20 -L S.S. ®S- 6:A968 -F1I� -- - -- - - -- 38100 G 38i3 8p�•3W - -� -- 4 L.F., 8 "2 _- - -- -._. _.____..... -... AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION dD ZSL_ - S =O -OTfO (( - i^ 380.81 I.. 4 OUT SE .S IS BASED UPON WORK PREPARED IN ACCORDANCE WITH y 105+37.0 OONTRACTOR 0 VERIFY I) FT/F1 GENE ACCEPTED PROFESSIONAL ENGINEERING '` a C4 5= 0.0400 ' 1 AND/OR G PRAC CE. , S.S.M. H. PE 1 -48 "0 LL,,�OCATION AND ELEVATION PRIOR 1*0 EXISTING SUER STUB PER AS -BUILT DW 5 -435. STA. 4 65 RT !I YO CONSTRUCTION. NOTIFY 4- alas CONTRACTOR TO DEFLECT ACCORDINGLY TO L T.G. = 39.6&39281 ! INGINEER OF iANY JO T N D. KARL N, L.S NO. 41959 N _____ CONNECT INTO NEWS EM, CONTRAC OR MUST - - - - - -- -- - L- 3g? - -8 "0 IN W -- '3871'7 -- r- -- -- - -- DISCREPANCIE . MAINTAIN TO S ER STUB. LE. = 3>'.46, �8 "0 OU� �E)I 382.03 ! �� u o � T 104 +40 1 104 +80 I 105 +20 105 +60 1 1061+00 1061 40 6` CHECKED FOR COMPLIANCE 1 1 SECOND SUBMITTAL ESM 1/31 /2oo 8 2 THIRD SUBMITTAL ESM ,0/22/20, OESroNDI: Y�20' :S 2} CITY OF GLADCO DEVELOPMENT, L.L.C. � TO CITY STANDARDS HDX12INrtAl Nw 1B� /, °BI x a 3 FOURTH SUBMITTAL ESM 2/06/201 ML RENTON ROSEWOOD HIGHLANDS 4 MYLARS ESM 2/22/201 pm�°' cu" Dl Nc NO OEWCH 5 CONSTRUCTION SET ESM 02 /2a /zm m: DA UM Planning /Building /Public works Dept. WATER AND SEWER PLAN AND PROFILE WS -03 Q V WI 2 Working Days Before You Dig IF XW ONE ING NO. REVISION BY DATE APPR A°FRarE°: seas eewNOwelx sxEEC 19 31 W 1- 800 - 424 -5555 Lnilfte Underground Location Center (D,MTND,gjWA) RENTON JOB NO. REVISIONS -- -- -- - ' -- 5 -435. CONTRACTOR DEFLECT CT IO NEW SYSTEM. ACCORDINGLY TO CONNECT M PER STD PLAN 407 CONTRACTOR MUST MAINTAIN SERVICE TO SEWER STUB, 105 +27.99. 11.31' STA. - t6s+20.914.5+ RT. STA. 105+26.72, 12.47' RT. STA. 105+29.29, 12.56' RT. 3 -8" GATE VALVES KING ING SAWCUT AND PATCH ASEMAIN. 1 -8" TEE (FL) TO CONSTRUCT VAULT AND INSTALL cur_I SEWER MAIN. N rrF enMNFennnl PT=R SANITARY SIDE SEWERS ' LOTS MIN. FF ELEV. SEWER DEPTH ® END OF STUB ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 12 1 397.75 1 389.60 383,57 1 S.S.M.H. #3 -. ..- 0-- -- N-- -'--.. . _.. DETAIL 300.4 ON SHEEP DT -O6 In �Do -'t 00 aIN of Eo co ro co rn of - ath ate of of a1 p, In m ro ro I EXISTING 8 "0 SEWER TO BE - - - - - -- PROPOSED REMOVEDIOR ABANDON D GRADE ® OE PROPOSED STORM DRAIN EXISTING 8"0 - _ d,�__� 400 - -. . _... --------- �- -- T -_ -. __ - -__ __ -_ _ �A$SL1MLEYATlONS }` _ EXISTING LE, E S 38 95, z8' OUT W SE 1 Q6 +90 1i F 90 ! T T S 9� - -- - -- - - -- - -- - I- - -- - -- - - -- -390_ - BM �Q ®S _ _ - 3SQ- ..._._.__._ Lil _S.S 105+17.99 3 TYPE 1 -48 "0 1... - _- �. ._-I, = r. - - -- -= -' --- - _--- ----- - - -- - _- �.__-- - - - - -- -- --- ---- -- ...---._... _._- - - --- - -- - -- -- -- `3 I W J STA. j4 H. A3. -1'9- 5.20 LT. 0 �" �� _ -i811 L.F., 0 PVC S.S. EX S. S.M.H. } _ RIM 89° ?9- yi93.60 T - -- N = ? b S-F • 106+47 19 S Fl. 1 6 +66.28, 17 22 RT� AS -BUILT CERTIFICATION: I I. . - ', IN N W 38250 _ t( E I i I 1 _ R @� 386.09 QU - I.E. _ *+>*�8 0 OUT tS�) 38239 0• 4 SS.M.H. 1 T E 1 48 "0 E _ 8G 19, 8 "0� 1 (NNI,)N) ! I HEREBY DECLARE O THE BEST RE N KNOWLEDGE j " STA �96+ib -4r2 -387. RT. I.E. - 80 09, 8 "0 UT (S THAT THE INFORMATION SHOWN HEREON REFLECTS THE - -� -- -- -- -- - -_._ . -_.- - - 20 -L S.S. ®S- 6:A968 -F1I� -- - -- - - -- 38100 G 38i3 8p�•3W - -� -- 4 L.F., 8 "2 _- - -- -._. _.____..... -... AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION dD ZSL_ - S =O -OTfO (( - i^ 380.81 I.. 4 OUT SE .S IS BASED UPON WORK PREPARED IN ACCORDANCE WITH y 105+37.0 OONTRACTOR 0 VERIFY I) FT/F1 GENE ACCEPTED PROFESSIONAL ENGINEERING '` a C4 5= 0.0400 ' 1 AND/OR G PRAC CE. , S.S.M. H. PE 1 -48 "0 LL,,�OCATION AND ELEVATION PRIOR 1*0 EXISTING SUER STUB PER AS -BUILT DW 5 -435. STA. 4 65 RT !I YO CONSTRUCTION. NOTIFY 4- alas CONTRACTOR TO DEFLECT ACCORDINGLY TO L T.G. = 39.6&39281 ! INGINEER OF iANY JO T N D. KARL N, L.S NO. 41959 N _____ CONNECT INTO NEWS EM, CONTRAC OR MUST - - - - - -- -- - L- 3g? - -8 "0 IN W -- '3871'7 -- r- -- -- - -- DISCREPANCIE . MAINTAIN TO S ER STUB. LE. = 3>'.46, �8 "0 OU� �E)I 382.03 ! �� u o � T 104 +40 1 104 +80 I 105 +20 105 +60 1 1061+00 1061 40 6` CHECKED FOR COMPLIANCE 1 1 SECOND SUBMITTAL ESM 1/31 /2oo 8 2 THIRD SUBMITTAL ESM ,0/22/20, OESroNDI: Y�20' :S 2} CITY OF GLADCO DEVELOPMENT, L.L.C. � TO CITY STANDARDS HDX12INrtAl Nw 1B� /, °BI x a 3 FOURTH SUBMITTAL ESM 2/06/201 ML RENTON ROSEWOOD HIGHLANDS 4 MYLARS ESM 2/22/201 pm�°' cu" Dl Nc NO OEWCH 5 CONSTRUCTION SET ESM 02 /2a /zm m: DA UM Planning /Building /Public works Dept. WATER AND SEWER PLAN AND PROFILE WS -03 Q V WI 2 Working Days Before You Dig IF XW ONE ING NO. REVISION BY DATE APPR A°FRarE°: seas eewNOwelx sxEEC 19 31 W 1- 800 - 424 -5555 Lnilfte Underground Location Center (D,MTND,gjWA) RENTON JOB NO. REVISIONS NO. DESCRIPTION /DATE BY ' SEG NO SUBMDTAL 01/31/2008 Ru 2 THIRD SUBMITTPL DIM 10/22/2010 3 FOURTH SUBMITDL 12/06/2010 ESM 4 MnMB 12/22/2010 ESM 5 CONSIRUCTON SET ESM 02/24/2011 6 AS BUILM 09/12/2011 ESM T AB BUILT MTIAR$ 10/19/2011 FSM Z 8 Z u�/)� VJ 3 J zJ J 0 1-. 0- Z = o W a a. 0 = ?a W W 0 c o 0 O Z Q U X W ~ 3 J � ( v O Z O U ff I d uY W Lu z z _ z W 0 vo °m E z NvQ cD m, E z� J 7N O V nz N 5v3 _ Z F`• 3 � NOcm 8 m • 0 V u ILL E - 0 P C 3 O� cD W2 •� a ua' L• gr7 Y S70MAL JOB NO.: 1352- 001 -006 DWG. NAME: WS -03 DESIGNED BY: me DRAWN SY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: WS -03 19 OF 31 SHEETS 410 F . M## �M;l A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON SEE SHEET WS-06 202+28.31, 23.22' MATCHILINE A STA. 262 1 2F.66, 25, 20%+35,21, 24.91 * RT. ^- f. i 19 H. -0 -2" AIR VAC. ASSEMBLY #9A, TYPE 1-�8 21 5-� ISTA. LT. PAD 0 HIGH POINT SEE SHEET WS-06 I .......... .10 EL. =402.75 ....... ...... x L.F. ..... . . . ....... 8"0 PVC S.S./ 124 STA. 202+12.67, 4.14 51 4D L.F. 8"0 PVC S.S. N 20 4 1-8- 45- SEND (MJ) _x PAD CONC. THRUST BLOCKING 10' SEWER EASEMENT EL.=405.25 9 >1 E �4L8"01 1, % S.S.M.H. PAD 4.8 00 EL.=403.75 202+79.31, 4.88' Ix 8 S.S.M.H. #6, TYPE 1-48"0 128 L.F. 8- D.I. W.M. 22 STA. 292DO4.42, 2.83' LT. PAD PAD EL. 401.75 202+01.37, 1.9W,, EL.=401.75 04 0 L.F. S"O PVC S.S. D.I. W.M. 7 3/4" WATER SERVICE 25 L.F. 8" 100 "I I \ I ... ...- I � E =400 PER DETAIL 320 1 (TYR) L 75 XOO 0. N 10' MINIMUM MAINTAIN W �>IA, 45' +B END RT. HORIZONTAL SEPARATION \177 1-8" 45* BEN J) BETWEEN WATER AND SEWER U) 169 L.F. 8"0 CONIC. THRUST BLOCKING PAD "Pvc S.S. 15 W 23 EL.=400.75 w L HAI) x % EL.=403.75 S.S.M.H. #8, TYPE 1 -48" �STA.-12_ LT. A21 I 4A Q q A L.F. 5 D.I. W.M. x0� 37 O.J, X110 x30 201+93.71, 9.07' 14 StA, 20 4 193.29, 9. 69' RT. PAD STA. 201+95.11, 10.09' RT. EL.=402 . 75 2-8- GATE VALVE (FLxM 0 1-8. TEE (FL) N 1 ADAPTER (FLxMJ) CONC. THRUST BLOCKING 201+66.71, 23.33' STA. 201,67.12, 25.T5' RT. 1-5 1/4- FIRE HYDRANT ASSEMBLY PAD FLANGE ELEVATION = 402.45 13 x3r10 EL.=400.75 402.13 PAD S.S.M.H. #4 SHEET WS-02 7 x 00, < 11 SEE SHEET WS-03 VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1 503, PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC-01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 EXISTING RR SPIKE UP OX ON W. FACE OF POWER POLE, ELEVATION = 411,79 FEET TBM 101 EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET Cd 2 Wmft Data Wore You N - 1-800 424 AOA- 5555 6 Udifift Underground Location Center 5� s I (IDMTNDORWA) CHECKED FOR COMPLIANCE TO CITY STANDARDS z 201 -�20 E 201+67.09, 11.33' l_�=401.25 153 L.F. 8"0 D.I. W.M. STA. 201 !6;4_66. 4lil.90' RT. 1-6" GATE VALVE (FLXMJ) 1-8x6 TEE (FLXMJ) CONC. THRUST \BLOCKING 10 PAD dly EL. =398.75 12 NOTE, FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET DT-05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6-INCH MIN. 0 29" MIN. SLOPE. op o0 olio CD 00 00 0l a .r 0 'D 0 AS-BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS-CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERAL ACCEPTED PROFESSIONAL ENGINEERING AND/O SR;VrG P�A,91`ICE. / JON k, �E ROPOSED STORM DRAIN 4_ F "M = 394.79 I.E. 394.77 If 394.54 I. . 201+60 1.95' 1-4 FW Lso 6 IN 6 IN 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 FOURTH SUBMITTAL 4 MYLARS 5 CONSTRUCTION SET Re] JOINT UTILITY TRENCH OX 00 SEE SHEET WS-05 24 PAD EL.=400.25 PAD EL.=399.75 25 SEE SHEET WS-05 of pin C61 O 3' MINIMUM COVER PROPOSE I D PROPOSED GRADE 0 STORM DR RIM *95.66 409.83 MIN. FF ELEV. i RIM 499-7.5 401.79 DOWNSTREAM S.S.M.H. 1 RIM = I.E. 395.59, 6-: IN NW 390.42 N395.08 I.E. 393.;Ig, 8:'0! IN JW?l 393.60 I.E. = I.E. 396.29, 8" OUI 1 I.E. 393,63, 8'0 E) 393.27 1 1' I.E. = REVISION ESM /312 ESM ,;� �11 ' /3;7 :2.1 ESM 0 L/2 ES �1!2/L2 El ESM 102/24/2014 BY I DATE I APPR 20' 10' 0 20' 40' 1"=20' HORIZ. SCALE: 1"=10* VERT. I w z z 0 z KEY MAP WATER NOTES: 1. FILL AND COMPACT ROADWAY PRISM To FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. 20 SS STUB N:180392.73 E:1311782.83 123 L.F. 8 "0 PVC S.S. EXTEND TO PROPERTY LINE & CAP FOR FUTURE EXTENSION 21 1 SEWER / EASEMENT 22 MATCHLINE A SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH 0 END OF STUB ELEV. 0 S.S. MAIN DOWNSTREAM S.S.M.H. 7 401.75 394.26 391.42 S.S.M.H. #4 8 402.75 394.32 392.20 S.S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S S.M.H. #6 15 404.75 397.16 395.07 S S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H._#8 20 403.75 399.08 394.32 S. S.M.H. 8 21 403.75 398.74 392.84 S S.M.H. #8 22 402.75 397.00 389.07 S S.M.H. #8 23 401.75 396.00 386.76 S. S. M. HL._L8_ 1 24 1 401.25 387.26 386.76 S. S. M. H. L8_ � 426 L.F., 8-0 S.S. a S = 0.006 FT./FT. STUB S'S = 394.50, 8-0 STA .No TO PROPERTY RIM & AP FOR FUTURE I.E. :NUN F I.E. WR 203'20 f 203160 204+00 CITY OF GLADCO DEVELOPMENT, L.L.C. an RENTON ROSEWOOD HIGHLANDS CLIC Planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE IF NOL ONE INCX 0 N z PWE REVISIONS DMCRNTQN/DATE BY MWND Sven ESM 0 _:0 CO 0 10 O 0 2 w 00 "! ,�jc� '10 c� 0 0 3 0 � 426 L.F., 8-0 S.S. a S = 0.006 FT./FT. STUB S'S = 394.50, 8-0 STA .No TO PROPERTY RIM & AP FOR FUTURE I.E. :NUN F I.E. WR 203'20 f 203160 204+00 CITY OF GLADCO DEVELOPMENT, L.L.C. an RENTON ROSEWOOD HIGHLANDS CLIC Planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE IF NOL ONE INCX 0 N z PWE REVISIONS DMCRNTQN/DATE BY MWND Sven ESM 01/31/2M 2 IHIRD SVBkMAL am 10/22/2010 3 FOUM SUWnAL am 12/06/2010 4 12/22/2010 am 0014SBiUGMN S9 ESM W/24/2011 6 AS BUM W/12/2011 ESM AS BUILT MYIARE jam 1 10/19/2011 z 0 6 z Z ZLL. < 0 LJ M j a. z T () z (L 5 0 2: a. .j W IX w > C) 25 0 U) 0z 0 U W~ 0 z C) !2 ii K U. 0 O Oil w WO z ss z 0 2000 E z 65& 0 . & N3 E J z 0, m6 0 0 -5 ;3° L 4=M L JOB NO, 1352-001-006 DWG. NAME: WS-04 DESIGNED BY: me DRAWN 13Y: CUC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: WS-04 20 OF 31 SHEETS STA. 300 +35.00, 5.00' LT. 1 -8" 90' BEND (MJ) CONIC. THRUST BLOCKING S.S.M.H. 390 A PORTION OF THE NW 114 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON EXISTING 8 "0 PVC S.S. - -, I PAD EL.= 391.25 24 PAD EL.= 400.25 O PAD \` EL.= 400.75 I AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE 370 _ _ AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION __ -- IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY CCEPTED PROFESSIONAL ENGINEERING AND /OR VEYI PRACTI 360 JONAT D. KARLE L.S. NO. 41959 DAT . 0 e ' Call 2 Wol "V Days Before You Dig LL m 1- 800 - 424 -5555 PY UMN Underground Location Center 13 iDMTNDOR,WA) CHECKED FOR COMPLIANCE TO CITY STANDARDS RENTON JOB NO. PAD EL.= 390.75 25 PAD EL.= 399.75 PAD EL.= 390.25 PAD i EL.= 388.75 26 27 PAD PAD EL.= 399.25 EL.= 397.75 JOINT UTILITY 3/4" WATER SERVICE TRENCH PER DETAIL 320.1 (T o EX. S.S.M. 1 #2 SEE SHEET 'A' 1"0 IRRIGATION SERVICE WITH DOUBLE CHECK VALVE ASSEMBLY. PER CITY OF RENTON- STD 340.8 - - m 300 +40 1 SECOND SUBMITT. 2 THIRD SUBMITTAL 3 FOURTH SUBMITL 4 MYLARS 5 CONSTRUCTION S .L. MAINTAIN MIN.; 6" CLEARANCE WITH STORM DRAINI IROPOSED TRADE 0 j '4$ L.F., 8 "0 211 REVISION S.S. ® S = 1 0.0183 301 �20 ESM t /31 /z ESM 10/22/201 ESM 12/06/201 ESM 1z/zz/zo1 ESM oz /za /zof BY DATE APPR EXISTING GRADE - -- L.F. 8"0 D.I. W.M. N um 20' 10' 0 20' 40' SCALE: 1 " =20' HORIZ. 3 1 " =10' VERT. �jI I EXISTING 8 "0 D.I. 1AI.M. N o o I� rol S.S.M.H. #2 SEE SHEET WS -03 SEE SHEET WS -03 S.S.M.H. J3 SEE SHEET WS -03 In o o ( o THICKENED EDGE o° SEE SHEET RD -01 + p o co NE 2ND PL SEE SHEET WS -03 :. O 1 "'1 I is L 301 t60 302.00 302 ' 40 mm� u vERncu: raw lase _ , NONRONVL NI➢ 19&T /1891 OESICxEO'�1 1 • � �� %'B� CITY OF DaAwx: RENTON LC oNE IxcH DATUM OHEUEM AT PUll . Planning /Building /Public Works Dept. IF NOT ONE INCH APPROVED: EME AttORaNOI.v , KEY MAP VERTICAL DATUM: VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET WATER NOTES: i. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH O END OF STUB L 217 DOWNSTREAM S.S.M.H. 13 402.25 391.00 385.56 S.S.M.H. #3 25 391.75 386.55 - - - - 26 391.25 385.81 385.31 T PVC S.S. 389.75 385.08 384.58 - o ESM T AS BUILT MYURS 10/19/2011 ES1.1 O 2 MAINTAIN 10' HORIZONTAL SEPARATION VJ I t PAD BETWEEN WATER AND SEWER 12 EL.= 401.25 (y J ZJ 302+00.95, 2.71' 0 0- a Z - STA. LT. SEE SHEET WS -04 V 0- VASHON = PL NE 1- 8x6GTEE (FLXMJ)FLXMJ) NOTE: CONC. THRUST \BLOCKING W FOR SIDE SEWER CONNECTIONS SEE SIDE 15.73' SEWER CONNECTION DETAIL SHEET DT -05. STA. 302 +01.01,1 ' RT. a SEWER STUBS TO THE PROPERTY LINE 1 -5 1/4" FIRE HYDRANT ASSEMBLY U SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. FLANGE ELEVATION = -39+.34393.99 3 m 300 +40 1 SECOND SUBMITT. 2 THIRD SUBMITTAL 3 FOURTH SUBMITL 4 MYLARS 5 CONSTRUCTION S .L. MAINTAIN MIN.; 6" CLEARANCE WITH STORM DRAINI IROPOSED TRADE 0 j '4$ L.F., 8 "0 211 REVISION S.S. ® S = 1 0.0183 301 �20 ESM t /31 /z ESM 10/22/201 ESM 12/06/201 ESM 1z/zz/zo1 ESM oz /za /zof BY DATE APPR EXISTING GRADE - -- L.F. 8"0 D.I. W.M. N um 20' 10' 0 20' 40' SCALE: 1 " =20' HORIZ. 3 1 " =10' VERT. �jI I EXISTING 8 "0 D.I. 1AI.M. N o o I� rol S.S.M.H. #2 SEE SHEET WS -03 SEE SHEET WS -03 S.S.M.H. J3 SEE SHEET WS -03 In o o ( o THICKENED EDGE o° SEE SHEET RD -01 + p o co NE 2ND PL SEE SHEET WS -03 :. O 1 "'1 I is L 301 t60 302.00 302 ' 40 mm� u vERncu: raw lase _ , NONRONVL NI➢ 19&T /1891 OESICxEO'�1 1 • � �� %'B� CITY OF DaAwx: RENTON LC oNE IxcH DATUM OHEUEM AT PUll . Planning /Building /Public Works Dept. IF NOT ONE INCH APPROVED: EME AttORaNOI.v , KEY MAP VERTICAL DATUM: VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET WATER NOTES: i. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH O END OF STUB ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 13 402.25 391.00 385.56 S.S.M.H. #3 25 391.75 386.55 386.05 S.S.M.H. #3 26 391.25 385.81 385.31 S.S.M.H. #3 27 389.75 385.08 384.58 S.S.M.H. #3 GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS WATER AND SEWER PLAN AND PROFILE Cat. 0 -3450 (�- (s- 34-51) 1 390 K1'_*) PAGE: wumxG xo WS -05 L REVISIONS NO. DESCRIPTION /DATE BY 1 SECOND SUBMI 01/31/2008 ESM 2 THIRD SUBWUAL 10/22 /2010 ESM 3 fOURH SUBMITTAL. 12/06/2010 ESM 4 MW6 12/22/2010 1 6 M14B UCHON SET 02/24/2011 MNI 6 AS BVILTS 09/12/2011 ESM T AS BUILT MYURS 10/19/2011 ES1.1 O 2 VJ 3 J ZJ 0 0- a Z - 0 W Q V 0- 0 = a W w ON 0 Oz a U W 3 O O W O V J _16 ids 1 8R£a£ _ C w Y Q e C d8 LU LU 09 z z LU 0 mom E9 z Z Psi c o J MN C h� y oc� _ Sa Z N9 d v mmLL E - a o a 3 3 m so c; WD Ua L $ >i �`'c�sTEt6.a SYONAL �� JOB NO.: 1352 -001 -006 DWG, NAME: WS -05 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: WS -05 21 OF 31 SHEETS NE 4TH ST. F_ 9 10 16 15 - � I O F W Z o Dg Z� W� �a Q 0 Z� e Call 2 Worft Days Before You Dg LL0 1- 800 - 424 -5555 ,s - Utlltles Underground Location Cmter Q € (IDMT.ND,OR,WA) O� A PORTION OF THE NW 114 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON 0 PAD 18 +° EL.= 403.75 20 ' I ......... .... ..........._-. -7.�.. 6 "4 PVC SIDE SEWER :.. i ( o -- - -- EL.= 403.75 19 :ANDD H. #7. TYPE 1 -48" \ ®_ ___ ._ 92i 64. 17, .99' RT. \ ,� .. .....' 0 +32 02+64.18. 5.63' PAD -\ a .-. �z299 L.F. 8 "0 � J EL. =404J5 _ PVC S.S. - - - - - - - - I STA. 202 +20.00, CL CONTRACTOR TO POTHOLE " �� 1 -2" AIR VAC. ASSEMBLY IFY LINE ELEVATION PRIOR \ 0 HIGH POINT TRUCTION �� STA. 202 +10.75, 6.99' RT. ------ - - - �\ 1 - 20 GATE VALVE + \O - \ \ MAINTAIN 10' HORIZONTAL SEPARATION T - - - i ' - - -� BETWEEN WATER AND SEWER 403 +00 - - - - -- �I ° .. + n FPER JOINT UTILI TY N E TRENCH + WATER SERVICE + WS -01 347 L.F. 8" D.I. W.M ETAIL 320.1 (TYP) 0 5 PAD 6 9 a EL. 409.75 PAD PAD EL.= 409.75 EL.= 403.75 .S.M.H #6, ...I. ._. - _. ... - ...... SEE SHEET WS-04 8 i LI i L NE 2ND COURT WATER NOTES: NOTE: 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO FOR SIDE SEWER CONNECTIONS SEE SIDE EXCAVATION FOR THE WATERMAIN INSTALLATION. SEWER CONNECTION DETAIL SHEET DT -05. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF SEWER STUBS TO THE PROPERTY LINE RENTON TRENCH AND STREET OVERLAY DETAIL. SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. LINE CHECKED FOR COMPLIANCE TO CITY STANDARDS RENTON JOB NO. 16, 401.1 0 OE 3 4 5 NO. GRADE 6 q SECOND SUBMITTAL THIRD SUBMITTAL FOURTH SUBMITTAL MYLARS CONSTRUCTION SET REVISION 3' MINIMUM; COVER 401 ESM ESM ESM rilm til:T777 401 J MIN. 6" 4CE WITH DRAIN 1• -20• R DHI NLL IF NOT ONE E INCH SGtE .1CCDftDWGLY SEE SHEET WS -04 VASHON AVE NE I.H. #9a n SHEET WS -04 I I O F W N N Z W 1A 1 20• 10' 0 20' 40' SCALE: 1 ° =20' HORIZ. 1. =10' VERT. Na'MTIT-1S fir* �' VERTICAL DATUM: VERTICAL DATUM IS NAVD 88. % PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, -SEE SHEET WS -04 POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, I TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ,,..__. ELEVATION = 411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET SANITARY SIDE SEWERS N0. DESCRIPTION DATE LOTS MIN. FF ELEV. SEWER STUB DEPTH 0 END OF STUB ELEV. 0 S.S. MAIN DOWNSTREAM S.S.M.H. 5 410.75 3 405.50 401.24 S.S.M.H. MYLIn 12/22/2010 #7 6 410.75 am 403.50 398.44 S.S.M.H. 6 #6 9 404.75 AS BUILT MYLU S 10/19/2011 398.66 395.86 S.S.M.H. #6 16 405.75 z 400.04 396.12 S.S.M.H. #6 17 404.75 Z J 399.43 395.52 S.S.M.H. 0- 9A 18 404.75 399.47 395.52 S.S.M.H. #9A AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALL)��CCEPTED PROFESSIONAL ENGINEERING AND /OR / G P CE. / /C JONA. D. KARLEN)) L NO. 41959 ro'a� ss CITY OF xoftrzoxrw N.-0 teayteal . RENTON DATUM Planning /Building /Public Works Dept. III GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS PgGE: DMMINC ND: WATER AND SEWER PLAN AND PROFILE WS -O6 (3@'I U)- 34 .50 13 ('53450(3 REVISIONS N0. DESCRIPTION DATE BY 1 SECOND SUBMWEIL 01/31/2008 ESM 2 min SUBMmu 10/22/2010 am 3 FOURBf SUBMRTPL 12/06/2010 ESM 4 MYLIn 12/22/2010 ESM 5 CON51RUC110N SEE am 02/24/2011 6 AS BUIUB 09/12/2011 ESM T AS BUILT MYLU S 10/19/2011 ESM z 6 z VJ 3 -UI Z J J U. 0 0- W L .g CL 0 = 0- % CJ W ON OZ O a U w W~ � 3 � O O (r Z w Ids 0 O E_ U gg isi � c g w ¢ - o C. W ® ss z W m m ° m NNm �w E z� mw m m 0 �G rti3 v as 01, •�_ Sn z ma E W o m c 3. �3 w D �a oa Lg�i y1 r �cisTEla° S�A14iLY JOB NO.: 1352 -001 -006 DWG. NAME: WS -06 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: WS-06 22 OF 31 SHEET$ r 1 7.. 7' VIN. / T _ NCT -0 SCAI F UA \I101 F F,AM APID ;- 0'.:TR S -F DIAWVC 4, ^.1 A ),U5 IMF A (4" M'N. COIF W 3ULR io /:'SIT_ L.: _ONIS A .AC,CORDA'VCE W_- AS-N =43 ST-15 - POLYPROPYLC \C S =FS S A.__ DC IN_-LLR.D ^''NCP,ETE P, SER 3" PIPE INC., ON A:'H04V1) rOual. ':DNER- 'OL"PROPYLEVE CO \CRS -E SHE_= =r;CCAST DA.S= ZCCTGN O? CAST UPI SIIC_F. NO l Le 1. ST -rS TO f: 'OI YP?Cr fl _\- <::rf 'r S11T5. STEPS AP. °_ 3E IN 'LACE BEFORE N' ^HOLE SEATO \9 ARE IhST.nLEO. 5. IAN `C IU E= -E'. UtA @h4 NO HARM r srcTORs - nr S f.- r.'ORC'1 Pf.'C :•S- :ORCRfTr. b. ALL .UII.RC b4A_L HE 8NB!116U. 6. .:,.NI -P,%` sm ? V.A.\ airs D 1 V. -x is INTER 'IN S_RrACS, `CI _:LNG C Amin r,G. 0.nATFD (SAT =1) `N -i A. HIGH p. 1 CS LWTHANF MATING; W'.ASW; ':C -AR(1 HIFI T . ^.2 A- PRO•e_C E9-AL; DCLOR OF CDA.-NG S-AL_ BE W4 -. HJBU_t GASKL X JON 5 SIIAL_ U_ R COY CI MAHC_ WHIT ASIM c43. f t II ^'t C'M R: -llr l ?a ^r: -P H. LhEC I'IITsN TT AN,Al M.. .(1 DrP<AD , f. } l.. IP. 9. A IIINOV DVS TO MAN -O -E siA_L BE YAJE JSI`.2 CPK ADAPTOR. <OR N SEA_ 8005 OR AR'RO':cD LO-AL. t0. IAANI FAL_ PFO TO , S` :RR \--f< Ti I-E 90 -' -- irfP SILA.1 Ic4T A `sL2fTR.if.<' C P: r: AND =AL_ PF.OTE4 Ot. cY5 -E•d PIS nLEO. PUBLC WORKS �- NI.CI _X001 4 4 NHOLE DEPARTMENT STANDARD SANITARY MA N.11iCll 2008 12 A" 14' MET ROCKET NO. .A, W - 11 N.C. SOCKET HD .B, .f ._. 2 JELSNYC (REMOVE TO R/Vf} .F, IF. HF! 45" 5 YIP.. 5'HIN 24" 'j 11. 21" I.D. 34' MH 54' 9" `AP.. 5.5" MIN. 24" IAN. 24 D. AC.` '4H so- R 'ilh. - 'A — 47` 'M N. - .D. NO l Le 1. ST -rS TO f: 'OI YP?Cr fl _\- <::rf 'r S11T5. STEPS AP. °_ 3E IN 'LACE BEFORE N' ^HOLE SEATO \9 ARE IhST.nLEO. 5. IAN `C IU E= -E'. UtA @h4 NO HARM r srcTORs - nr S f.- r.'ORC'1 Pf.'C :•S- :ORCRfTr. b. ALL .UII.RC b4A_L HE 8NB!116U. 6. .:,.NI -P,%` sm ? 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SOCKET HD 2" A.C. 2'-0" SECOND BURNET& 01/31/2008 SCREW 1 A' LONG 2 JELSNYC (REMOVE TO R/Vf} (BRONZE OR S.S.) 1 Ti5'rv-,1 )F % 2" RAISED PADS 4 - - - -__ 6'X6'%6" WYE 6 CONSTRUCTION SET ESM 6" CONCRETE DFND AS MURREE EMSTNG 4' SEE CLASS 3000 FIBER JOINT \\ `PROPOSED 6" SEMTR STUB T PACKING ESM SEWER MAIN 92E X 6- LEE WATER TIGHT PPOPoSEU SEWER MAN z PLUG 6 � 1 45' (1 /8) BEND 1 2' ? 4v 2 S0� O P e0� c?' PIPE MATERIAL As SPECIFIED BY THE ENGINEER PLUG TD BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. NERES I. 8• CLEANOUTS SHALL BE EAST JORDAN IRON WORKS. INC. A. M98 OR EQUAL CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY. Z IN UNIMPROVED AREAS, PDUR A Y -0' TRICK, 2-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND ME RING AND COVER. PUBLIC T 811LI PLAN - 4034 DEPARTMENT ENT 8 OR 6 INCH GLEAN -OUT MARGR 2008 Cd 2 Working Days Before You Dig 1 000 a- UNN Underground Location Center 4 (D,Mr,ND,OR,WA) JL_I UL_ "i 'J 'L_' -rx, 1Y SP: \r.FT i'I' AFAR- 1`'1 23 : /M` (SBhn) JLA LC, :SEE JLIA._: RENTO SEWER COVER & FRAME PLAN VIEW _ J,1 rJA Ina.ol. - J /4• °_'e irl aSTL] y, l [2 . Ire MVER SECTION VIEW 2 2 LA NO. v4f u.c,_ BY L- - J SECOND BURNET& 01/31/2008 ;' Y4IPRyl4�IA� }1- 4 2 JELSNYC (REMOVE TO R/Vf} ESM �EXISTING SANRARV SEWFN uAM 1 (RURPE) Ti5'rv-,1 ♦T__- - ___'- ____- __----- _`_____ 4 C'sIY III �� Uf o; �n 1L JI'_H»i w snl- c-A,- CL:6rvti 3c I /S• DA 1`11; ELT SO -. :OL_EN E /D) '.\ 5.'1`' ml .< 15 SS RLJLL : SiPSi _f: EON BOLTING DETAIL 1 /4' VIA' Ire' L4v.1 1 /P• GASKET GROOVE DETAIL LBE /r..I NOTES: FRAME SECTION VIEW I. a. ro'::-H J snr•.1 B- o•::K V:: u; P -R - ^sl A-,:AN RCh ;i.R <5 NQ. h::..T117F1 OR -DA41. 2. _SE FRAti "_ AND CCV'ER =CR STORE (ScEC =" "1: !hl\'• CI :;Ml !;, BAVH.4!" (SPIV Y " ^E'YE3'1, CR viA'ER (SPEr-FY "WATER"), BID. PliN - wl 4 � 4 PUBLIC WOR-13 MANHOLE PRAYS AND COVER _7 DEPARTMENT MARCH 2004 - W (5, - 110 IF A) --- _Rte T-., OF PIPE 7C1 \= :DIIVC td-TEP.I /L -OK > / -•NI :'PY 5ti'tR I'll'- � ` J. ;; "r'L slI ncI :`• � //" BEC:IbG =0R : A,VI-P•R) SEvVER (' 'c "AlIMM - ;111`1`!1% urnl .i 14 . KU. 2. H?•NC -r4:P JNCEP, FAJNCHES. 3. COMPACT 3c_ 1,4 MAT-MA- -0 95% MAY. CEPISIT 76CEe- DIREC =" CeER =PE. FAVD -AtIP CIAL ". 4. SEE "EXCAvATIC`1 AWJ PREPARATION 0- TREVC IV - Ti- > SANI rF'i 9 DTH SEC IN TF T - NO OF-ON S�- CUIOATICMS N- TfL( - METH "'h" A'J_ TAIDUL NC OF -DNS. - -E ='E 2W8 0.LL 3E THE -::ILA uRl h:: :DOnI. v. ININ:1 H.!d:fii11 SHAT CONJOIN if: "Uf.i:F'I II IIM.:'M tll 5n: Jlh r' SC.•2H ]L6 CH GF 1 -= IA`.G".J 5'cUHGVN:Na L %6EI' IHe IIC ^ {S'IN I,M'S 4:°IR RIA` ." OI ! turn 01 '' Dv.M Iii '34AJL NO- BE USED 1\ N? SACKF.L MA-RIA_, 6, PIPE 25'.E MATRLS_ SiAL_ BE "s?A4E_ EACKFLL FOR CRAINS' AS SFFPFEO E. h_ ACCREOA -ES SE °CTIOY J= THE S-a HOAFL s =-nr -ATCV= '. PIPE E ,S- DC AVCNCI =J IN Sts .A MAVHCI AS TO -NSURC FLC21 LOIE IS VAIKTAI`.ED, PUBLIC' PA_ WORTH PIPE REOOINO GCPA7TMEVT FOR B,AIIRARY BEWER$ ( MARCH 2DOA PROPEPIY LINE a v FUTURE S' BUILDING 6EHEA PIPE j BUILDING SEWiR IF MR. Ins �2 ". 4" =0 MAxgNG POST A.H. `TB: MEN B" me Oului = SURFACE CLEANWT MM WINTE WTH THE WORD `SEWER` SHOW rc CAST IRON RING A COVER IN S HIGH DUCK UTTERS AND 96 1 wF5 (SEE 610. Ow 403.1) EXTENDED TO ME TOP ME BOND OF ME MD. a^ 4DF m sn AND RED DING �- ACCEPTABLE PROCEDURES FOR SIDE SEMER CONNECTIONS TO M41M LINES ARE AS FOLLOWS. A. 'MMED CLAY MAN - CUT W A NEW TEE BRING FLEXIBLE CMPUNGS (PERNCO OR APPROVED EQUAL). S. CONCRETE MAIN - CORE - DRILLED MM A ROMAC SAODIE (OR APPROVED EQUAL). G PVC MAW - CORE- DRILLED AIM A RABIC SACOLE (M APPROMB) EQUAL) OR CUT IN A NEW LEE USING MUD COUPLINGS D. DUCTU2 IRON MAIN - CORE - DRILLED WITH A NOMAD SADDLE (M APPNOWO EQUAL) E MANHR E COYNEGTM - ALL CONNECTIONS TO MANHMFB SHALL BE AT MANUFACTURED KNOCK -OUTS OR ME SMUCTURE SHALL BE CORE- DRILLED. 50" ALLOWABLE MAX FOR CAST IRON PIPE OR DUCTILE IRON PIPE. ADS 1:3:5 MIX e<? ,.�{,,.•��G CNCRETE BLOCKING pe p•,.TN N 15 SIAPE HORIZpJTAL 6" SIDE OUTLET LEE SEWER SEWEN MAIN S" MIN. MAIN CONCRETE BLOCKING ANGLE TFIPIC.Al SIDE cEWFR FI FVATGN OF TEE AT MAIN OVER 25 ELEVATION NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY MNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. PUBLIC WORKS STANDARD BIDE SEVMR el4- PLAN - a" 4 -lam ,' nRPARTMENT (mvi mmN To PROIERTY LIRE) r MARCH 2010 1k x/w I (� PVBIdC WORK9 TYPICAL BIDE BEIRER CONNECTW MB. PLAN 4W 4 DEPARTMENT FOR BA=S R MAIN REPLACEMENT MARCH 2010 SANITARY SEWER NOTES AND SPECIFICATIONS i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1 SECOND SUBMITTAL ESM fD1/31/2m 5LARI'B' M'PUO `AAMTA . 1960 CITY OF 2 THIRD SUBMITTAL ESM to/22/2oi oESlcxm: M'y` xowzoNw_ NAn lees /1061 @.� T� 3 FOURTH SUBMITTAL ESM 12/06/201 m •� RENTON ORW: 4 MYLARS ESM 12/22/201 t'LC ONE INC" DATUM 5 CONSTRUCTION SET ESM 02/24/201 U.ECKED: AT �,l LL eD,LF Planning /Building /Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR -WME- 6TALE AOCO601NGLN S=345014 cRECORD DRAWING MTF: GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS PACE: DP•,wwc xo: SEWER DETAILS AND NOTES DT -05 018,'5- 345D 14 1`2 REVISIONS NO. - _ BY L- - J SECOND BURNET& 01/31/2008 6" SEWER STU 2 JELSNYC (REMOVE TO R/Vf} ESM �EXISTING SANRARV SEWFN uAM 1 (RURPE) FOURTH SUBMITTAL 12/06/2010 ♦T__- - ___'- ____- __----- _`_____ 4 - - - -__ 6'X6'%6" WYE 6 CONSTRUCTION SET ESM 6 "% 4" EDUGEF- DFND AS MURREE EMSTNG 4' SEE (NOT To E%CCEED 'S•) AS WILTS 09/12/2011 \\ `PROPOSED 6" SEMTR STUB T AS BUILT MYIARS 10/19/2011 ESM SEWER MAIN 92E X 6- LEE O PPOPoSEU SEWER MAN z PVBIdC WORK9 TYPICAL BIDE BEIRER CONNECTW MB. PLAN 4W 4 DEPARTMENT FOR BA=S R MAIN REPLACEMENT MARCH 2010 SANITARY SEWER NOTES AND SPECIFICATIONS i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1 SECOND SUBMITTAL ESM fD1/31/2m 5LARI'B' M'PUO `AAMTA . 1960 CITY OF 2 THIRD SUBMITTAL ESM to/22/2oi oESlcxm: M'y` xowzoNw_ NAn lees /1061 @.� T� 3 FOURTH SUBMITTAL ESM 12/06/201 m •� RENTON ORW: 4 MYLARS ESM 12/22/201 t'LC ONE INC" DATUM 5 CONSTRUCTION SET ESM 02/24/201 U.ECKED: AT �,l LL eD,LF Planning /Building /Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR -WME- 6TALE AOCO601NGLN S=345014 cRECORD DRAWING MTF: GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS PACE: DP•,wwc xo: SEWER DETAILS AND NOTES DT -05 018,'5- 345D 14 1`2 REVISIONS NO. DESCRIPTION DATE BY 1 SECOND BURNET& 01/31/2008 ESM 2 THIRD SUBMITTAL 10/22/2010 ESM 3 FOURTH SUBMITTAL 12/06/2010 ESM 4 L[YIAIE$ 12/22/2010 ESM 6 CONSTRUCTION SET ESM 02/24/2011 6 AS WILTS 09/12/2011 ESN T AS BUILT MYIARS 10/19/2011 ESM O z U�/)� V1 3 � U J Z J J W Z T 0 W Z 2 /J1��\� ° A Wi V Q 0 = J W a W 0� LIJ 0 O Q W � 0 0 o z it O U a1` LU o ao LU z ® �� z RD 0 "d = 20 Om E , �o r J 0(0 E � W z �� cQ 9a `v 0- P -a U "ED - E 6 6 Q, 3 -`q o DG c3 WQ �a Sa' L 8r e CT5TE1"'v' S�DAbIL JOB NO.: 1352- 001 -006 DWG. NAME: DT -05 DESIGNED Y. KAO DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: DT -05 27 OF 31 SHEETS s