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L 0 1 (5 Z O m z T J Z Z 0 J 0 D , < 0 0 z EX CB RIM=430.37 [E=427.32 �12:: S� [E=427.22 12 v EX SS MH EX S1�01RM MH- RIM=430.13 RIM=430.20 E=424,53 �12:: IN SE� IE=428.93 �12 �N El IE=424.45 12 IE=428.92 12 N W) IE=424.43 12" OUT IE=428.61 12 " Q N) 4L -- - - - - - - - - - - - ------------W--------- EX EX CB - - --- RIM=429.82 II [E=428.13 -5' NINI, - ---- - - - - -- EX CB EX E, P. + RIM=429.87 . ... . ... --17 EX P.P. W/UG IE=428.1 2 152.1146*ILF 8- PVC S___-,- @ OVERHEJQ EWER 0 0.5% 2ZO2 z''$- SEWER 0 0.5% RIM 429.5 SEWER L.F. 8" PVC NEW SSMH #1 (FIELD VERIFY) 430.18 7.5' SAN S I.E. = 42 OUT) 424.94(gur) AND UTILITY EASEMENT I.E. = 424.:?91 R) 425.00(111f) .............. . ........................ .......... ..... . .. . ... ...... ............. .... ..... W a. a- .......... ...... Z . . . . . . . -Z z 2 P, w Li w X UJ a t > w z 0 EX CB RIM=430.37 [E=427.32 �12:: S� [E=427.22 12 v EX SS MH EX S1�01RM MH- RIM=430.13 RIM=430.20 E=424,53 �12:: IN SE� IE=428.93 �12 �N El IE=424.45 12 IE=428.92 12 N W) IE=424.43 12" OUT IE=428.61 12 " Q N) 4L -- - - - - - - - - - - - ------------W--------- EX EX CB - - --- RIM=429.82 II [E=428.13 -5' NINI, - ---- - - - - -- EX CB EX E, P. + RIM=429.87 . ... . ... --17 EX P.P. W/UG IE=428.1 2 152.1146*ILF 8- PVC S___-,- @ OVERHEJQ EWER 0 0.5% 2ZO2 z''$- SEWER 0 0.5% RIM 429.5 SEWER L.F. 8" PVC NEW SSMH #1 (FIELD VERIFY) 430.18 7.5' SAN S I.E. = 42 OUT) 424.94(gur) AND UTILITY EASEMENT I.E. = 424.:?91 R) 425.00(111f) .............. . ........................ .......... ..... . .. . ... ...... ............. .... ..... W wo .......... ...... Z . . . . . . . W ff . . . . o m O O iV UJ 0 0- w z 0 0 (r 0 w w E 440 CL z CL .... .. .................... 440 RECOMMENDED FOR APPROVAL w X z ......... ... . .... 0 E ............ ..... 435 ...... ..... .... .... ...... . ........ .......... .. .. . .......... ...... EX..GI.WE..0..CENTERUNE..OF. .. ..... . .... .... . .. . ....... :77 0 O ................ . ......... ..... 435 . . . . . . . . . . . . EX STORM' MH' . . . . . . . . . . . . . . . . . . . . . . . . By: Date: ......... 'EX* CS ......... ......... ......... ...... .... ....... cw, 5 C"- w ...... ...... ....... ......... co cn a. a. ...... ......... .......... . . ............................. 430 0 w z 2 z ......... W cn to cn cn .... ...... .. ...... ......... m w Q: ..................... .... iii Ld ....... ................. 425 C) N C5 z EX CB RIM=430.37 [E=427.32 �12:: S� [E=427.22 12 v EX SS MH EX S1�01RM MH- RIM=430.13 RIM=430.20 E=424,53 �12:: IN SE� IE=428.93 �12 �N El IE=424.45 12 IE=428.92 12 N W) IE=424.43 12" OUT IE=428.61 12 " Q N) 4L -- - - - - - - - - - - - ------------W--------- EX EX CB - - --- RIM=429.82 II [E=428.13 -5' NINI, - ---- - - - - -- EX CB EX E, P. + RIM=429.87 . ... . ... --17 EX P.P. W/UG IE=428.1 2 152.1146*ILF 8- PVC S___-,- @ OVERHEJQ EWER 0 0.5% 2ZO2 z''$- SEWER 0 0.5% RIM 429.5 SEWER L.F. 8" PVC NEW SSMH #1 (FIELD VERIFY) 430.18 7.5' SAN S I.E. = 42 OUT) 424.94(gur) AND UTILITY EASEMENT I.E. = 424.:?91 R) 425.00(111f) NEW SSMH #2 RIM = 1-1 * 5±_ (FIELD VERIFY)434.31 I.E. -426.63 (OUT) 425.66(0UT) I.E. 42"336 (IN)425.56(IN) X ; 1=, TOWNSHIP 23 NORTH, RANGE 5 EAS---r- ��ECTION 99 N.E. 12TH ST. S 87*59'56" E 67.64-'_ 8" WATER MAIN r- - - -- --- /_ __1 Xv - - - -- - - - - 91 + EDGE OF EXISTING ASPHALT PAVEMENT + ti ,j?a EX WM 1 m MATCALINE SHEET 3 EX TEL. J_BOX EX WM + X X LOT 1 . . ..... + vi �p X X4 uj J, 40 .............. . ........................ .......... ..... . .. . ... ...... ............. .... ..... W .............. .......... ...... Z . . . . . . . W . . . . . . . . . o m O O iV UJ 0 W. w o 0 (r w E 440 CL NEW SSMH #2 RIM = 1-1 * 5±_ (FIELD VERIFY)434.31 I.E. -426.63 (OUT) 425.66(0UT) I.E. 42"336 (IN)425.56(IN) X ; 1=, TOWNSHIP 23 NORTH, RANGE 5 EAS---r- ��ECTION 99 N.E. 12TH ST. S 87*59'56" E 67.64-'_ 8" WATER MAIN r- - - -- --- /_ __1 Xv - - - -- - - - - 91 + EDGE OF EXISTING ASPHALT PAVEMENT + ti ,j?a EX WM 1 m MATCALINE SHEET 3 EX TEL. J_BOX EX WM + X X LOT 1 . . ..... + vi �p X X4 uj J, 40 EX SS MH 216.04 RIM EL.=441.93 X ------------------ W---- - - - - -- - - - - - - - - - - - - - - FND. EX M.I.C, VISITED: ISITED�.: 4-19-05 b- EX SS MH MON is 1.5 ,DD:�� RIM EL.=441.73 )I�D BELOW GRADE 7 2 .............. . ........................ .......... ..... . .. . ... ...... ............. .... ..... ...... .............. .......... ...... 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o m O O iV UJ 0 W. Q) o E 440 ........... ... ....... ................ . . .. .. ....... .. ........ .......... ......... . . ........ ...... ... .. .. .. .............. ...... ..... . . ....... ....... .... .. .................... 440 RECOMMENDED FOR APPROVAL w X W. ......... ... . .... ..... ....... ............ ..... 435 ...... ..... .... .... ...... . ........ .......... .. .. . .......... ...... EX..GI.WE..0..CENTERUNE..OF. .. ..... . .... .... . .. . ....... :77 ......... ............... .... ............. O ................ . ......... ..... 435 . . . . . . . . . . . . EX STORM' MH' . . . . . . . . . . . . . . . . . . . . . . . . By: Date: ......... 'EX* CS ......... ......... ......... ...... .... ....... ......... ...... ...... ...... . ....... ...... ...... ....... ......... 430 .... yam. ......... ......... ........ ......... ...... ...... ....... ....................... ............ ......... ........................ ....... ........................ .......... ............ ....... ....... .......... .... .... ............. ................. ...... ......... .......... . . ............................. 430 .......... ...... ......... .... ......... ........ ...... CD CD .......... .. .... ......... -'rte ........ LF: B": Pvc 0: 0.576 .... ...... .. ...... ......... DATE 1/10/06 425 ... .... ........... ....... .................. .......... ..................... .... DRAWN ....... ................. 425 C) N . ..... LF . ..... ..... PAGIE_ rl pVC- 0 - 0.5% - : '*'*'* * SSMH # ......... NEW S5 :MH :TYPE . .. .... ........ ..... ..... ... ...... TYPE: 1. 487 ............ I * * * ..... ... ......... RIM=429.63d! .(FIELD. VERIFY) 430. 18 .. ....... ......... MH RIM: I - *3+&1- 48"+ (FIELD VERIFY)434JI ... ..... '�OUT).421-56(N)T) .. ..... . ... ....... ........................ ........................ ......... ......... ............ .......... IE:ii4Q+r-0 ':(QUT)'.4Z4..9J .. .... J (00r ........ ......... ...... E.. ......... I ...... LE. ; 426.63 01).*..�..*..:..,........I ... IN) 425. I EX, SS MH, .... IE=4QA-,7-;L (IN) 425. /N) ........ ........... ......... ......... ......... .. RIM=430.13: .... ...... ........ ....... ......... ......... ....... IE=4-24.53 - .12: IN: E) IN. S . . . . . . AE='424.45 �! .. . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. . .. . . . . . . . . . . . . . . . . . IE=44. 1OUT W) - - . . . . . . 232 .. .. .. .. . .. .. .. .. .. . .. .. * ..... . .. .. . ....... ...... REMOVE - EXISTING ... 12n ......... ........... ........... ............ ........... ... ................... ................... ......... ......... ................ ......... ......... ....................... ....... ........ ........................ ......... + - STUB JO. EAST -AND ..... ........ ...... ........ ......... -INSTALL NEW V 'SEWER ...... :'**+*''***'*** .......... .................... ........ ........... ................... ....................... ... ......... ....... ........ .. ...... .................. ........................................ .............. .......... ....... ....... ............................................ .... ...... ......... ........ .............................................. . ................... ....... ... ...... ................. ...... .......... .................................. ........ EX SS MH 216.04 RIM EL.=441.93 X ------------------ W---- - - - - -- - - - - - - - - - - - - - - FND. EX M.I.C, VISITED: ISITED�.: 4-19-05 b- EX SS MH MON is 1.5 ,DD:�� RIM EL.=441.73 )I�D BELOW GRADE 7 2 0 CD I m O Oc/) T; Q0 0 N Q) X I inch = 20 ft. Q) O 0 Z-) O P� m z 0 QQ o m O O iV UJ 0 0 CD I m O Oc/) T; Q0 0 N 4', 5- 3343x3 (D o ( IN FEET ) Q) X I inch = 20 ft. Q) O 0 Z-) V) QQ o m GRAPHIC SCALE zt 0 Q) o 4', 5- 3343x3 (D o ( IN FEET ) c/) I inch = 20 ft. mi Z-) QQ cll� E RECOMMENDED FOR APPROVAL By. Date: O By: Date: By: Date: By: Date: Q) 7/3/007 CITY OF RENTON .0 C>EPAR-rMEEN'r C>F= PUBLJC� WC>RKS 1� 0 0 4- 4- AS-BUILT NE 12th St Sewer Extension Plan CD CD C"i DESIGNED IA DATE 1/10/06 FILE NO. (D DRAWN C) N 117va I CHECKED SCALE 1" = 20' FIELD BOOK PAGIE_ rl APPROVED DIRECTOR OF PUBLIC WORKS SHEET 4 OF 6