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Home My WebLink AboutS-362107S.S.M.H. #H2-12 SEE SHEET SS -01 01-12-13, TYPE 1-48"0 PAD EL=496.30 2 220 '7 PAD / iia L.F., EL.=498.60 X�?. 8"0 S.S /� EL=499.50 P JIl9. IVJt`JL.V 1, KURU A AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRAM EITHER EXPRESSED OR IMPLIED.- I DATE: to- - ;lei =72 =PwvWvLvm 24 a r a r r 4 306+6 • 4 90IPAD 1 5.7 �d \ •��_ 4 \ ••/ 1 , a r VL Si,i1'1Ri1Ti8.2 �l�ii 0 Os., PAD :7y EL=499.90 -2- -2- S.S.M.H. S.S.M.H. #H2-15, TYPE 1 S.S.M.H. /1-12-16, TYPE 1-48-0" IS.S.M.H. #H2-1; TYPE 1-48"0 m J 00 ro a 33 m 0 .- o, + 8"0 S. S ^•,. 304+0 N 0 S.S.M.H. /H2-21, TYPE 1- 4 O 6 O �.I/I 00 ,.. 305+00 �',00 alh a� EL=486.00---_-.- a� OX °o'rn STA. 308+18.42, 7.10 LT. 'rn /x 66.6- EL. PAD 497.10 \ 482.21 ts 8fr L.F., m'In ol00 0!00 of o Ir> O S.S.M.H. 7 8"0 S.S X 1 497.00 491.00 1 < XO �. �.` �' 2-12 7 35 P 8"0 S.S T EL497.00 28 p + + o 21 S.S.M.H. PAD EL=4965.20 27 P5 24 481.34 S.S.M.H. H2-12 PAD EL=497.40 PAD 8 S.S.M.H. �. EL 496.80 PAD 496.10 EL=496.60 PAD 4& L. F., \- H2-20 EL=497.30 S.S.M.H. /FI2-22 TYPE 1- 489.90 EL=499.00 8.0 S.S H2-17 I 496.90 490.90 0 Os., PAD :7y EL=499.90 -2- -2- S.S.M.H. S.S.M.H. #H2-15, TYPE 1 S.S.M.H. /1-12-16, TYPE 1-48-0" IS.S.M.H. #H2-1; TYPE 1-48"0 IS.S.M.H. jH2-19, TYPE 1-48"0IJ co STA. 306+76.18STA. 306+76.18, 10.69 -LT. s MINOR ACCESS ROAD C cr O I N h m J 00 ro a 33 m 0 .- o, 9 \ EL 495.90 N 0 S.S.M.H. /H2-21, TYPE 1- 4 W M O �.I/I 00 In SIN QiQ pI� n. co �',00 alh a� \ a� OX °o'rn STA. 308+18.42, 7.10 LT. 'rn rnrn m� EL. PAD 497.10 \ 482.21 mi mlm m'In ol00 0!00 of o Ir> O S.S.M.H. 2-13 X 1 497.00 491.00 1 2 78.1 -,A& L.F., ` XO �. �.` �' 2-12 7 35 P 8"0 S.S O \ 8 PAD 5.9075.OEL=494.90 21 S.S.M.H. H2-12 9 EL=497.50 is LF.,� 481.34 S.S.M.H. H2-12 20 498.60 8"0 S.S EL=495.10 S.S.M.H. �. 21 496.10 490.10 70.5 4& L. F., \- H2-20 22 S.S.M.H. /FI2-22 TYPE 1- 489.90 484.21 8.0 S.S H2-17 23 496.90 490.90 483.99 P D px3$ ' \ p Op STA. 308+93.33, 8.6Y LT. 491.60 483.70 EL=497.60 H2-16 25 498.40 492.40 483.60 77.6 ;7& L.F., H2-16 26 36 492.30 483.26 8"0 S.S I 27 497.80 491.80 483.15 19 H2-15 28 497.20 491.20 483.00 S. S.M. H. #H2-15 29 S -2S MSH. 491.10 489.09 102.3 2-17 30 -3 2 E2 491.40 488.94 1B} L F #H2-18 31 495.90 489.90 1 484.38 8"0 S.S #H2-17 32 496.40 IS.S.M.H. jH2-19, TYPE 1-48"0IJ co STA. 306+76.18STA. 306+76.18, 10.69 -LT. s MINOR ACCESS ROAD C cr O I N h m J 00 ro a o co m 0 .- o, n m o, N 0` N � a N 0 r <o 4 W M O �.I/I 00 In SIN QiQ pI� n. co �',00 alh a� °o'rn ro� °o'rn aLO 'rn rnrn m� wrn °`�'rn °"''ui 482.21 mi mlm m'In ol00 0!00 of o Ir> v S.S.M.H. 2-13 6 1 497.00 491.00 1 482.22 S.S.M.H. 2-12 7 498.00 °"'''6 481.78 S.S.M.H. 2-12 8 500.00 494.00 481.65 S.S.M.H. H2-12 9 500.90 494.90 481.34 S.S.M.H. H2-12 20 498.60 492.60 485.46 S.S.M.H. H2-21 530 520 510 IL 1E 470 SCALE: 1"=50' HORIZ. 1"=10' VERT. 50 25 0 50 100 5-362101 NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT 300+00 301+00 302+00 303+00 CONSULTING ENGINEERS LLC °r'" ""a�""WARNING:1® FEatI ®It�rl Way. WA 90003 THE UTILITY LOCATIONS SHOWN www.eamcivil.com.�" EnalnaeKM CN1 Yawn anW ml 1 W N uM IrtNtmWre ARE APPROXIMATE ONLY. DEPTH °'bi " RJ" UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 ki NOTES a] VAVWM MS KEY MAP NOT TO SCALE 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET DT -01. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -09. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2% SLOPE FROM MAIN TO RIGHT-OF-WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIA CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS 305+00 306+00 307+00 308+00 309+00 310+00 3 IST REVISION ESM /10/13 =u 9 4 REVISED HERITAGE PLAT -w' CITY OF MYLAR SUBMITTAL ESM 19 13 1-�" �OMN' wn 19�' I-' 5 ASBUILT SUBMITTAL ESM X/24/14 sa REN TON SANITARY SEWER EXTENSION PHASE 2 6 ASBUILT MYLAR ESM )7/16/14 WL 9r<iacx DAVM ROAD C PLAN AND PROFILE: 7 ASBUILT MYIAR REVISION ESM )8/07/14 *W I . R� Planning/Building/Public Woks Dept. STA. 300+00.00 TO STA. 309+98.38 NO. REVISION BY DATE APPR SS -03 1 SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH O END OF STUB ELEV. O S.S. MAIN DOWNSTREAM S.S.M.H. 1 500.50 494.50 481.37 S.S.M.H. H2-12 2 499.60 493.60 481.68 S.S.M.H. 2-12 3 497.30 491.30 481.79 S.S.M.H. 1-12-12 4 496.60 490.60 482.21 S.S.M.H. 2-13 5 496.10 490.10 482.20 S.S.M.H. 2-13 6 1 497.00 491.00 1 482.22 S.S.M.H. 2-12 7 498.00 492.00 481.78 S.S.M.H. 2-12 8 500.00 494.00 481.65 S.S.M.H. H2-12 9 500.90 494.90 481.34 S.S.M.H. H2-12 20 498.60 492.60 485.46 S.S.M.H. H2-21 21 496.10 490.10 485.35 S.S.M.H. H2-20 22 495.90 489.90 484.21 S.S.M.H. H2-17 23 496.90 490.90 483.99 S.S.M.H. H2-16 24 497.60 491.60 483.70 S. S. M.H. H2-16 25 498.40 492.40 483.60 S. S. M.H. H2-16 26 498.30 492.30 483.26 S. S.M.H. #H2-15 27 497.80 491.80 483.15 S. S.M. H. H2-15 28 497.20 491.20 483.00 S. S.M. H. #H2-15 29 497.10 491.10 489.09 S. S.M. H. 2-17 30 497.40 491.40 488.94 S. S.M. H. #H2-18 31 495.90 489.90 1 484.38 IS. S.M. H. #H2-17 32 496.40 490.40 484.65 S. S. M.H. #H2-19 33 496.90 490.90 485.10 S.S.M.H. #H2-20 34 498.10 492.10 485.35 S.S.M.H. #H2-21 35 498.50 1 1 485.71 S.S.M.H. #142-21 AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS 305+00 306+00 307+00 308+00 309+00 310+00 3 IST REVISION ESM /10/13 =u 9 4 REVISED HERITAGE PLAT -w' CITY OF MYLAR SUBMITTAL ESM 19 13 1-�" �OMN' wn 19�' I-' 5 ASBUILT SUBMITTAL ESM X/24/14 sa REN TON SANITARY SEWER EXTENSION PHASE 2 6 ASBUILT MYLAR ESM )7/16/14 WL 9r<iacx DAVM ROAD C PLAN AND PROFILE: 7 ASBUILT MYIAR REVISION ESM )8/07/14 *W I . R� Planning/Building/Public Woks Dept. STA. 300+00.00 TO STA. 309+98.38 NO. REVISION BY DATE APPR SS -03 1