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HOPRONTII3: WD 19 1/1991 1 " =20' s- CITY OF SANITARY SEWER EXTENSION MOB DAM SEPT D 2009 FlEma��x ENGINEERING /STEP�"y0�'Q SeIONAtES,. uruwx: RENTON 9�e MAB DATUM 126th AVE SE oNus xo: 3-1- 701 1, CHECKED; Planning /Building /Public Works Dept. DMc ATmj uL ""°T ° " " " °" SE 100TH STREET TO SE 104TH STREET S NO. REVISION BY DATE APPR mreovm: scut AcmxwxG.v wEEN OF, LH 6 g 5 -3514 Ln M N a N FX...K: FAE: DN4WINC ND: S -3 ...... EXISTING MH STA 13 +34 > s 51141 N 188,994.15', /4 Z USF 6,UG E 1,309,730.71 ........ VA '_DOR) O RIM 43559.,; 0 IE 8.E-412.94 ACE) IE 8 "W= 412.84 435 17S0ocf35 � N 04zaooa. <v IE 8"'N = 422.46 Z f4 11 +24 CONNECT TO EXIST 8" DIP NORTH Z 29 LF 6 "PVC STUB AT APPROXIMATE IE 42246 f— 8'± deep 430 0 "PVC STUB Z ° :......... W .......... .. ... .............. ...... ...... .... ... ... ........ ....... ... P ° 126TH ..... AVE SE z :425 o �e 243LF8"PVC(g 1.75% OiAC J.. .................. 1 LVC )C4 I, ANTI R\ "` -' y� VI/ AS'r. -- MB(2) EX 6 '- ' woo, 11 +37 18 LF 6 "PVC STUB 8'± deep IF 11291 OUSE 0211 0429::02 ;O 6'v, Z( y_ P Al vv Ni ` I SIDE SEWERS SHOWN IN a t � ASBUILTLOCATION o rn y i i I s.sa I II N 3� x 12 +43 29 LF 6 "PVC STUB 8'± deep I N ,r l I t I Null Os22 i / �.6 =,3 �� „j o �, 26 a SS'm VFIR 30 RI, -✓ ob �01 „I T zoo 5'r 0k[ LS I, �"F N R I VIII d 11 v 17i 16 s h if 10'0 PINE � ° x 2 l - 5.); kmi F" — P %' ! I C t PnA ACRI SAYS f 6, NMB _ e -GA �s .�.— RS S „P CON I2AC (3 -C V. -, rY' -- _ - -__ - -- __ - -- - _ v 0 0 AG \ — \ a� ink V % �...2aoa..... _ �. .�. . _ _ _ _ .. .. �.. II I f'�,P _ �, '6S9, /,5) 1 1 ,2 ;O\C I 12 , CONC IN—MN 15 S4 r 't Iii 3.�r\ 12 +02 17 LF 6 "PVC STUB 8'± deep J � JS/ ,l> .AIA I A' ZAiNC, ;l2900O235 i S�"'`/ a.\..v y / v N y _ j A C13 2 ✓ 5' IF 12'', d I lam' It c ova �, I S, / s COV^ v Ij 9 I I � I _y✓ � I � � � I z NO o NO OSR) (iFl I N 3A SF I f 3 I � .; hV8JJ0ChD f L.Lj I I I f y I ASBUIL T AUGUST 2010 ASBUILT FROM INFORMATION AS PROVIDED BY TOUMA ENGINEERING NO. I REVISION I BY I DATE I APPR FiR:FianS DRAW : MAB CONSTRUCTION NOTES 1. HORIZONTAL DATUM S BASED OFF THE FOLLOWING CONTROL POINTS: TACK IN LEAD IN CONCRETE MONUMENT IN CASE INTERSECTION OF SE 100TH ST. AND 126TH AVE SE. NORTHING = 190,211.07 EASTING = 1,309,525.62 MAG NAIL INTERSECTION OF SE 104TH ST AND 126TH AVE SE NORTHING = 188,988.22 EASTING = 1,309,732.12 VERTICAL DATUM IS NAVD '88 BASED ON TACK IN LEAD IN CONCRETE MONUMENT IN CASE INTERSECTION OF SE 100TH ST. AND 126TH AVE SE. ELEVATION = 231.99' 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES, 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. CO— ORDINATES SHOWN OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. AS —BUILT INFORMATION SHALL SHOW ALL HORIZONTAL COORDINATES, INVERT AND RIM ELEVATIONS OF MANHOLES AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. S. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK —FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 10. NEW SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' DEEP AT THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 11. ALL EXISTING WATER SERVICE LINES SHALL BE REPLACED WITH NEW 3/4 —INCH TYPE K COPPER. CRIMP OR CAP EXISTING SERVICE LINES AND ABANDON IN PLACE. 12. INSTALL NEW METER SETTER, METER BOX, LID, AND TAILPIECE. CONNECT TO CUSTOMER SERVICE LINE PER STANDARD DETAIL 320.1. 13. COORDINATE WITH CITY WATER MAINTENANCE FOR REMOVAL AND INSTALLATION, BY CITY CREW, OF EXISTING METER IN NEW METER SETTER. 14. REMOVE AND SALVAGE EXISTING METER SETTER, AND METER BOX TO CITY SHOPS, 15. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. STAKE FILTER FABRIC SAND BAGS FILLED WITH PEA GRAVEL OR WASHED DRAIN ROCK. 3RIC FILTER FABRIC FENCE ,vn. w'aH, s CITY OF t �� =20' l Ncaaoxru: NnD lae> /ISaI •b RENTON �ONEINCHI DATUM A*FUI �E SEE ' Planning /Building /Public Works Dept, IF NOT ONE INC" ,F P P ..Ii 77 SANITARY SEWER EXTENSION 126th AVE SE SE 100TH STREET TO SE 104TH STREET ISI -I� 65921 FX...K: FAE: DN4WINC ND: S -3 ...... EXISTING MH STA 13 +34 > s 51141 N 188,994.15', 440 E 1,309,730.71 ........ RIM 43559.,; IE 8.E-412.94 IE 8 "W= 412.84 435 IE 81= 413.04: (OUTSIDE DROP) N IE 8"'N = 422.46 f4 CONNECT TO EXIST 8" DIP NORTH Z O AT APPROXIMATE IE 42246 430 0 ° :......... W .......... .. ... .............. ...... ...... .... ... ... ........ ....... ... ....:. .... ........ ..... z :425 Z 243LF8"PVC(g 1.75% .................. 420 ASBUIL T AUGUST 2010 ASBUILT FROM INFORMATION AS PROVIDED BY TOUMA ENGINEERING NO. I REVISION I BY I DATE I APPR FiR:FianS DRAW : MAB CONSTRUCTION NOTES 1. HORIZONTAL DATUM S BASED OFF THE FOLLOWING CONTROL POINTS: TACK IN LEAD IN CONCRETE MONUMENT IN CASE INTERSECTION OF SE 100TH ST. AND 126TH AVE SE. NORTHING = 190,211.07 EASTING = 1,309,525.62 MAG NAIL INTERSECTION OF SE 104TH ST AND 126TH AVE SE NORTHING = 188,988.22 EASTING = 1,309,732.12 VERTICAL DATUM IS NAVD '88 BASED ON TACK IN LEAD IN CONCRETE MONUMENT IN CASE INTERSECTION OF SE 100TH ST. AND 126TH AVE SE. ELEVATION = 231.99' 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES, 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. CO— ORDINATES SHOWN OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. AS —BUILT INFORMATION SHALL SHOW ALL HORIZONTAL COORDINATES, INVERT AND RIM ELEVATIONS OF MANHOLES AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. S. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK —FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 10. NEW SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' DEEP AT THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 11. ALL EXISTING WATER SERVICE LINES SHALL BE REPLACED WITH NEW 3/4 —INCH TYPE K COPPER. CRIMP OR CAP EXISTING SERVICE LINES AND ABANDON IN PLACE. 12. INSTALL NEW METER SETTER, METER BOX, LID, AND TAILPIECE. CONNECT TO CUSTOMER SERVICE LINE PER STANDARD DETAIL 320.1. 13. COORDINATE WITH CITY WATER MAINTENANCE FOR REMOVAL AND INSTALLATION, BY CITY CREW, OF EXISTING METER IN NEW METER SETTER. 14. REMOVE AND SALVAGE EXISTING METER SETTER, AND METER BOX TO CITY SHOPS, 15. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. STAKE FILTER FABRIC SAND BAGS FILLED WITH PEA GRAVEL OR WASHED DRAIN ROCK. 3RIC FILTER FABRIC FENCE ,vn. w'aH, s CITY OF t �� =20' l Ncaaoxru: NnD lae> /ISaI •b RENTON �ONEINCHI DATUM A*FUI �E SEE ' Planning /Building /Public Works Dept, IF NOT ONE INC" ,F P P ..Ii 77 SANITARY SEWER EXTENSION 126th AVE SE SE 100TH STREET TO SE 104TH STREET ISI -I� 65921 FX...K: FAE: DN4WINC ND: S -3 5"EEF: 8 OF: 8 51141 JU 3� �U . 30TH ST d 0 E U 0 8 T i rem :i •k C C 126th Avenue SE WATER MAIN REPLACEMENT - 126TH AVENUE SE (SE 100TH STREET TO SE 104TH STREET) SANITARY SEWER -MAIN EXTENSION - 126TH AVENUE SE (SE 100TH STREET TO SE 104TH STREET) 5- 351405 ASBUIL T /iuuuoi LV!V ASBUILT FROM INFORMATION AS PROVIDED BY TOUMA ENGINEERING wmnrEn: snu, T�/ C ROTH HILL Vow" xAm M/ CITY �wEO, AS SHOWN xowzoxrw wn iaea /+ssi �,, r-- Mx : to RENTON 126TH AVENUE SE.UTILITY MAB ' oxE Iraat DMC AT`� Planning /Building /Public Works Dept. li HO! ME IIAYI BY DATE APPR .iraovio: '�L41401�y LH /"-\B' S' 3 `7 1 c�0�O 104C SEPT 2009 C -1 xm: 1 ai:8 11141 1 > m� N 3 D z 1 N m> 1 3 W z Ul J o P Li J � a 30TH ST Ln t �h i1 WK/NE I NO. l 126th Avenue SE UTILITY PROJECT 1 P L 0 ST N OA NE 23RD S D z Q 0 lu -) L-JU�/ F -IF WATER MAIN REPLACEMENT - 126TH AVENUE SE (SE 100TH STREET TO SE 104TH STREET) SANITARY SEWER MAIN EXTENSION - 126TH AVENUE SE (SE 100TH STREET TO SE 104TH STREET) ROTH HILL wmni: ruw ism 061GNE0: AS SHOWN xorezaxrw x.w �sv /+sai dW: MAB or& ix<x �'�' Ai NLL SfNE DMC If x CNE lx REVISION BY DATE APPR 5- 351405 ASBUIL T AUGUST 2010 ASBUIL T FROM INFORMATION AS PROVIDED BY TOUMA ENGINEERING CITY OF RENTON 126TH AVENUE SE UTILM.PROJ Planning /Building /Public Works Dept. i\ 3� /��� ©m© SEPT 2009 flfltd%N T P awrmc xo C -1 14FT N r� 3 w z