The URL can be used to link to this page

Home My WebLink AboutS-362164N Z w U) W Q 0 0 a � Z O Fn Z W X W ccW W } F - Z U) Q J w Q Ir W 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 SE 140TH ST SANITARY SIDE SEWERS 1 LOTS MIN. FF ELEV. SEWER STUB DEPTH 0 END OF STUB ELEV. 0 S.S. MAIN DOWNSTREAM S.S.M.H. 10 502.40 496.40 491.10 S.S.M.H. H2-29 11 500.60 494.60 490.19 S.S.M.H. H2-27 12 499.90 496.90 489.91 S.S.M.H. H2-27 53 499.80 496.80 489.71 S.S.M.H. H2-28 54 501.80 495.80 480.44 S.S.M. H. H2-11 55 498.90 492.90 479.46 S.S.M. H. H2-11 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 SE 140TH ST AS -BUILT CERTIFICATION: 7- I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE N a FL4A, RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY e9 W DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o" o PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY „ EITHER EXPRESSED ORRRIIM LI D. • -1 �O�u. aero DATE: WARNING: 161®jwj Federal Way. WA 98003 THE UTILITY LOCATIONS SHOWN WwWesmcivil.com� Mr"�" cMl na E,M., U. Yo^^9^�"x,l j Ln eRW NtMBaclve ARE APPROXIMATE ONLY. DEPTH F`"" W UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 530 520 510 500 490 �l� 470 a-Ef SUBCOLLECTOR ROAD A & SUBACCESS ROAD B 12 PAD EL -498.90 i n SCALE: 1"=50' HORIZ- 1"=10' VERT. 50 25 0 50 100 S�n ss 0 .°o O 52 53, PAD EL=498.801, / S.S.M.H. /H2-28. TYPE 1 S.S.M.H. #H2-29, TYPE 1-48"0 STA. 106+00.78, 6.71' LT. aOi'' 09/10/13 1 NON7 OUNDARY tr m� r� TYPE 1-48"s I MeaY0, INT'X Oy I' �( mlM� I0� Tee= -tom ' M � I m.0 O O 0� O ro'm 2 -� ta7o a.27' LT. _ I TRACT F ---------------- r o' 1i 4 8 = 483.21 "A"-- ___. Iw,mD Io I I 0-.,0 0 x.00 ROAD ; .O o4rn7 GRADE. MANHOLES LOCATED IN g4g j _ I II PAD 140TH ST �' ABOVE FINISH GRADE, OR MUST HAVE t _ EL=assso rn INT'X STORM DRAINAGE 0 1 f In.oa PAD PAD ,N 1 I FACILITY F FACILITY ' -----" .00, -D- 9 EL. .40 1 --------------------------------------- = ST - I " PVI / FINIS I 0 INT. O - A ROAD A-cl \ x00 INT'X STA. -/-------�;--- 5 84 I 0 101 0 =STA !300+00.00, ROAD "C" _...--- ------_I - 50.00' VC -------NISH " -•+00 nn o,on, GSADF_ELEV 0 INT.-.= 501.1.9 ---- o W PROPOSED GRADE 105+Od o ... 137.8 .------ -- a " 4-3-7� L.F., - �- - - -. - 10 - - -1 ` 0 S"0 S.S n o I i 86 56 '!' N . j 55 54 65 y I 1 PAD PAD _ SE 140TH ST ROAD D E L..=497.90 EL -=500.80 ROAD E SEE SHEET SS -06 SE SHEET SS -04 242.1 XZ7.90, 'U SEE SHEET SS -05 y 8"0 S.S W S.S.M.H. /H2-11, TYPE 1-48"0 S.S.M.H. #H2-12, TYPE 1-48"0 STA. 101+46.60, 6.10' LT. STA. 103+89.11, 4.51' LT. INT'X STA. 103+92.01, ROAD "A" INT'X STA. 101+52.00 ROAD "A" - STA. 300+00,.00, ROAD "C" = STA. 900+00.00, ROAD "D" AS -BUILT CERTIFICATION: 7- I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE N a FL4A, RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY e9 W DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK o" o PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY „ EITHER EXPRESSED ORRRIIM LI D. • -1 �O�u. aero DATE: WARNING: 161®jwj Federal Way. WA 98003 THE UTILITY LOCATIONS SHOWN WwWesmcivil.com� Mr"�" cMl na E,M., U. Yo^^9^�"x,l j Ln eRW NtMBaclve ARE APPROXIMATE ONLY. DEPTH F`"" W UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 530 520 510 500 490 �l� 470 a-Ef SUBCOLLECTOR ROAD A & SUBACCESS ROAD B 12 PAD EL -498.90 i n SCALE: 1"=50' HORIZ- 1"=10' VERT. 50 25 0 50 100 S�n ss 0 .°o O 52 53, PAD EL=498.801, / S.S.M.H. /H2-28. TYPE 1 S.S.M.H. #H2-29, TYPE 1-48"0 STA. 106+00.78, 6.71' LT. aOi'' 09/10/13 1 NON7 OUNDARY tr m� r� Wrn7 = 502.70 MeaY0, INT'X Oy ROAD mlM� I0� N.� o m.0 O O 0� O ro'm = TA. 19+93.9 ta7o 0 �a7 as O r o' o' = 483.21 ° Iw,mD Io i 0-.,0 0 APPROACHES SHALL BE SET TO FINISH ; .O o4rn7 GRADE. MANHOLES LOCATED IN g4g UNIMPROVED AREAS ARE TO BE SET A LEV = 482.18 MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE t rn INT'X n0 0 0 "0 n00 In.oa �255.D0' VC ,N 100+00 101+00 2 MYLAR SUBMITTAL 3 1ST REVISION 4 REVISED MYLAR SUBMITTAL 5 ASBUILT SUBMITTAL 1J 6 ASBUILT MYLAR NO. REVISION 102+00 103+00 ESM 09/10/13 1 PROJECT OUNDARY /19/13 tr m� r� ESM H.P.�ELEV = 502.70 DOL ESM INT'X STA. 100+00.00, ROAD "A" DATE APPR > H.P. STA = 104+87.37 INT'X STA. 105+42.01, ROAD "B" 104+20 STA. 705+96.84, ROAD "E" A 0 { �� = TA. 19+93.9 SE 140TH ST SS -09. SEWER STUBS TO THE 1 FVI r FIND HE GRADE ELEV 0 INT. = 483.21 THEN UP TO SEWER STUB ELEVATION xCCj PVI F�LEV = 504•§5 FINISHED GRADE ELEV ®I 'NT. - 502.20 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN AD. g4g UNIMPROVED AREAS ARE TO BE SET A L.P. LEV = 482.18 MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 6Z'1 = 30.06, L.P. S = 100+54.29 INT'X STA. 101+5 ROAD A" ALL DIRECTIONS TO MATCH PAVING. �255.D0' VC -...... _ .__._PVISTF = T00+67150- .00, -D- = ST 900+00.00, ROAD D" PVI aa LEV =481.0 FINIS ED GRADE E 0 INT. = 487.28 .n A D._ INT'X STA. 0 103+92.01, ROAD "A" �+N 5 84 ,0 =STA !300+00.00, ROAD "C" _...--- ------_I - 50.00' VC -------NISH o,on, GSADF_ELEV 0 INT.-.= 501.1.9 ---- o W PROPOSED GRADE o ® � ORIGINAL GROUND N 'U y W IJ S.S.M.H. H2-29 TYPE 1-4 1 - - - -- "'" SDR -35 S. ® 5-1,76" I.E. 50.2-49 L.F., - t9; 9-8-, :, a- -2pg L.F.. 8"0 PVO I.E. OUT -� 8'0 490.77 8,"0 PVC O 8 490. 13.8 437- L.F., 242. SDR -35 S.S. 8"0 PVC SDR -3 S.S. 3.24 -_ - _ ® - 1.42i " S.S.M .H. H2 28 TYPE 1 481'_-__ _ -- - -- - ----.____- . H2-28-S=a-06 IR.E. IN 8"0 490.15, I.E. OUT = 498. 37 8"0 490.03 � S.S.M.H.i H2-08TYPE 1-48" S.S.M.H. 2-11 TYPE i-48" S.S.M.H. H2 12 TYPE 1-48" L- E. IN -i -49#:9 8"d _ 474.58 (E - LE. IN = 44fr.37; 8"0 76.58 (N OS) IIA. _ IN = i&1 -}1--8='f!- 481.07 (W) - -- LE. OUT = 4-7 0 474.46 1) I.E. OUT - +76.27; 8"0476.47 I. . OUT = 48 -8 -8='� 480.83 (S) LE. = 4 I 4.52, S"0 (N) I.E. = 476 49, 8"0 (E) 100+00 101+00 2 MYLAR SUBMITTAL 3 1ST REVISION 4 REVISED MYLAR SUBMITTAL 5 ASBUILT SUBMITTAL 1J 6 ASBUILT MYLAR NO. REVISION 102+00 103+00 ESM 09/10/13 1 ESM /19/13 tr m� r� ESM /24/14 ' DOL ESM 07/16/14 m WEU® BY DATE APPR > 530 520 O O O In 510 + N O W 500 N (n m W Q z 0 490 = W W Q N 480 470 T c �v Lmm St 1 SfR�T u N n, NAMM KEY MAP NOT TO SCALE NOTES: ! o > c 1. tr m� r.. m LOCATED ONLY. CONTRACTOR TO VERIFY ' z = j>, m D 3> >Z 2. �v Lmm St 1 SfR�T u N n, NAMM KEY MAP NOT TO SCALE NOTES: ! o > c 1. EXISTING UTILITIES ARE SURFACE r.. GRADES WILL BE ADDED UPON LOCATED ONLY. CONTRACTOR TO VERIFY ' z LOCATION AND ELEVATION PRIOR TO j>, CONSTRUCTION. 3> >Z 2. FOR TRENCH SECTION SHEET DT -01. > 3. FOR SIDE SEWER CONNECTIONS SEE SIDE A 0 { �� SEWER CONNECTION DETAIL SHEET nr. 1 SS -09. SEWER STUBS TO THE 1 PROPERTY LINE SHALL BE 6 -INCH 0 2% r SLOPE FROM MAIN TO RIGHT-OF-WAY o ~ THEN UP TO SEWER STUB ELEVATION xCCj 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 6Z'1 2'DIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5-362164 �o o > c Cm r.. GRADES WILL BE ADDED UPON a z COMPLETION ON FINAL LIFT OF j>, n� 3> >Z 3 _z > m 1 A 0 { �� D nr. 1 NOTE: > c r.. GRADES WILL BE ADDED UPON a COMPLETION ON FINAL LIFT OF j>, 3> >Z 1 > N 1 A 0 { �� 1 nr. 1 r o ~ n xCCj NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS n xCCj 6Z'1 104+00 105+00 106+00 107+00 s �.,,. "" " °'°E° HERITAGE PLAT 1.�. INIRZpITI1 w 19"p",� CITY 0 F REN TON SANITARY SEWER EXTENSION PHASE 2 ROAD A & B PLAN AND PROFILE: DATUM AT Planning/Building/Public Works Dept. STA. 100+00.00 TO STA. 107+50.00 .E NOT ONE 1. scuE AawmlxcEr Ps'✓3 ' S- 26G2 1 LY LLL