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HomeMy WebLinkAboutS-362125w CV `z 'w U VJ w Q a 11 _O W W Ir W W cr H Z Q g a W Q D: W A A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA ]S.S.M.H. /M2 -33 TYPE 1 STA. 700 +97.00. 5.00 LT. S.S.M.H. /H2 -341 TYPE 1 -48 "6I STA. 701+96.45, 5.00 LT. - ftm H. fH2 -JU `+Y�it. PAD SEE SHEET SS -04 �C EL- 501.30 / 0 1 65 6AD Ox 4�yf 5� / \ 6PA2D ` 6� ' EL- 501.60 \ EL -495 0 60 I 61 \ EL -4N.8o EL.- PSOO.so o PAD P 226 LF., +' °o EL- 497.10 \ 8 0 S.S / INT'x STA. 700+00.00 ROAD "E" •,, \ oo � + , " � , = STA. 903 +31.07, ROAD D O o \ N / -r , / bx,.�L.- 500.80 O 2 L - OPAD ✓ 0� S 6 rss- � \n_ 8 "0 S.S�� �� k \ EL- 501.70 \ PAD ' PAD 67 EL-49�. 74 "" / / PM �1 >EL- 501.60 PAD - - ' , EL- 500.30 EL-493 PAD \ D .70 EL.- 497.10 -L_ O + ' \ \ /8 0 SS o% � > \ w 1 t 6�8 \ - -�-'- � STA. 705- / t EL- 4B3.BQ. -' "- 73 / \ 70 ` EL64992.w t- ' PAD / 72 71 \ PAD ` S.S.M.H. /M2 -3& TYPE 1 EL- 496.20 pqp ( ppp �" -x'70 * STA. 704 +25.07, 5.00 LT. / EL =497.40 EL=496.ao 1- TRACTG / STORM DRAINAGE FACILITY G MINOR ACCESS ROAD E PROJECT BOUNDARY TYPE 1 5.00 LT. LP. ELEV 1= 495.13 530 N -� O � O� N� f� OOD = 494.88 (0 4.00 N O r 0 M 010 OIn c � o� 0 M 'O N O °p O � o O1 � K =37. of rn K= o M ° 0 0 Il vf a � N0) N� ° ai 496.60 to a� 1n in in In N it1 LP. ELEV 1= 495.13 530 L.P. STA 700 +50 L.P. ELEV = 500.52 DOWNSTREAM S.S.M.H. H. Fl. PVI ELEV = 494.88 L.P. STA A.D. 4.00 60 K = 12.50 INT'X STA. 70( +00.00, ROAD "E" 50.00' VC = STA. 903+31.07, ROAD "D" 00 A.D. 4.00 S.S.M.H. FINISHED GRADE ELEV O INT. = 495.88 K =37. 0 K= 12.50 S.S.M.H. Ln + M in + 0) 310 ° -0 ° ai 496.60 F, 4. n 65 = 105+42.01, ROAD "B" w S.S.M. H. 2 -36 500 493.80 495.07 494.33 S.S.M.H. E:] 109 PVC $' 1 35 S.S. O S 0.40% 480 ^IM - .E. IN 48 .78, 8 "9 E. OUT = 7.68. 8 "0 470 I.E. IN =� I.E. I � I.E. 0 700 +00 701 +00 WARNING: �. - .-,,, i • I • I i Faew WW. WA 98M9 -Y dF.,O THE UTILITY LOCATIONS SHOWN Www•eamcMl.com ^ cwo EgN.M,q I P :-.Mww -A I w�"Anrwf 9 w�a�w°w�. ARE APPROXIMATE ONLY. DEPTH ""°°° UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352 -006 -007 E ®0P OSED I GRADE mim = val I.E. IN = I.E. OUT = 702 +00 H.P. ELEV = 501.83 L.P. ELEV = 500.52 DOWNSTREAM S.S.M.H. H. Fl. STA = 7C +34.83 L.P. STA 705 +50 553 60 I ELEV 02.58 PVI ELEV 500.27 2 -33 A.D. _ - 00 A.D. 4.00 S.S.M.H. 2 -34 K =37. 0 K= 12.50 S.S.M.H. 2 -34 150.00' C 50.00' VC INT'X STA. 705 +96.84, ROAD "E" 2 -34 64 1 502.60 496.60 493.94 S.S.M.H. 2 -35 65 = 105+42.01, ROAD "B" 494.33 S.S.M. H. 2 -36 66 493.80 495.07 494.33 S.S.M.H. FINISHED GRADE ELEV O INT. = 501.21 494.70 494.82 494.01 S.S.M.H. 2 -35 O^ n O 493.07 S.S.M.H. 2 -34 69 ° 493.56 492.81 Na O O In 500.70 494.70 490.98 S.S.M.H. H2 -34 71 499.00 1 493.00 (�) S.S.M.H. 2 -34 310 w 492.40 to O n 1J ww w 73 1 497.20 1 491.20 1 489.40 S.S.M.H. M2 -33 50© to 490° M S -0.40 I.E. IN = 4.33, 6 "9 I.E. OUT = 494.10. 8 "9 0=0'i"3.94 1 6 "0 IN , IN = 3.81, 8 "0 OUT = 93.71, 8 "0 8 "9 , 6 "o 703 +00 704 +00 705 +00 706 +00 F "LT01 470 h SCALE: 1"-50 Haan' 1 " =lW VERT. so 25 0 50 too it w- KEY MAP NOT TO SCALE NOTES 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'DI46 CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. * NOTEt GRINDER PUMPS SHALL BE USED IN THE LOWER LEVELS OF LOTS 66 - 69 SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH O END OF STUB ELEV. O S.S. MAIN DOWNSTREAM S.S.M.H. 59 496.10 490.10 488.32 S.S.M.H. 2 -30 60 498.10 492.10 488.95 S. S.M.H. 2 -33 61 498.90 492.90 490.86 S.S.M.H. 2 -34 62 500.80 494.80 491.27 S.S.M.H. 2 -34 63 501.50 495.50 492.94 S.S.M. H. 2 -34 64 1 502.60 496.60 493.94 S.S.M.H. 2 -35 65 502.30 494.82 494.33 S.S.M. H. 2 -36 66 493.80 495.07 494.33 S.S.M.H. H2 -35 67 494.70 494.82 494.01 S.S.M.H. 2 -35 68 494.60 493.84 493.07 S.S.M.H. 2 -34 69 493.30 493.56 492.81 S.S.M.H. 2 -34 70 500.70 494.70 490.98 S.S.M.H. H2 -34 71 499.00 1 493.00 490.63 S.S.M.H. 2 -34 72 498.40 492.40 489.54 S.S.M.H. 2 -33 73 1 497.20 1 491.20 1 489.40 S.S.M.H. M2 -33 5- 362115 llama 1 1 SECOND SUBMITTAL ,ESL1 01/25/13 ° t•�DO" CITY OF HERITAGE PLAT 2 MYLAR SUBMITTAL 'ESM ,1/28/13 w R E N TO N SANITARY SEWER EXTENSION PHASE 2 . oa DATUM ROAD E PLAN AND PROFILE: AM iF Planning /Building /Public Works Dept. STA. 700+00.00 TO STA. 705+96.84 NO. REVISION BY DATE APPR LiL mce SS -05