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HomeMy WebLinkAboutTED4003775.51SEE SHEET RD-01 A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE_ 5 E., W.M., KING COUNTY, WA MATCH LINE STA. 15+00.00 i 71 STA. 15+51.29, ROAD D STA. 30+00.00, ROAD C TI 4W LF, 800 PVC SS I S.M.H.,TYPE 1-48" ' w 0.49'RT. 15+35.33. 39.15' Q - - Z H. , TYPE 1-48 _ t __-._ - - 21 STA. ' RT. TRACT. —I - .:�L-: PAD=385.20 w CONNECT TO EX 16"0 D.I. CONTRACT i E a 0 O TO VERIFY SIZE, DEPTH AND LOCATION U OR TO CONSTRUCTION AND NOTIFY NGINEER OF ANY DISCREPANCIES) - Si 00 MA I -fA�- LF, 8"0 PVC SS SEWER EASEMENT •7.5' MIN. (TYP.) 32 31 30 ` PAD=386.80 29 28 \ PAD=386.80 PAD=386.80 I PAD=387.80 PAD=388.80 I 6"0 SIDE SEWER .S.M.H. 09, TYPE i -48" - LE=383.04 0 S=2.09 MIN. (TYP.) N TA ' LT. I.EI r.L=-383.44 I.E.=383. ,4 I.E. 384.E.-385. V— — ., 8"0 PVC " Q } I =o -+____13317 F. PVC S I L _: 17+6 . • 9 tli S.M.H. 10, TYPE 1-48 - _--------=_-------- --- RO ._..- AD D. _ T ,: w r, _ ----- - - - - - - - _ r 1 TA. LT. � •16+56.4 88' _. Jul_ 24.03 ... \ _ ROAD D STATION EQUATION STA. 17+69.04, ROAD D = STA. 33+47.32, ROAD C 0 395 0 :A 375 370 i�S,set.rd,,,t,,.,•_ti---,w.-...i...._. __,Mv�t...N�F-,.�._ Call 2 Woricilp Days Bslors You C% �I.. ammi 81 Lo=dm 6:0 0 MCI" _ N a0 m 1� to tD n N a0 N N O M (V N r` N d tD N (D N N ao rn (N O ,_ N N ao N d a0 N (G N O 1� an r' (D 00 (p 00 (D a0 00 r' i!? a0 �` M Co n r1 ao r_ d ao �` r7 ao ,6 d ao °0 s} ao a6 t[) ao ao to a0 tT ao O Io� th e+}� M M� M M� M M� M ►�� M M� r') Mao M M� M r7� ►� M� M rn M K�GO M r..lap M M� M ------377.7 .{ VV 1—J/ I.JT, V - J CONNECT TO EX 16"0 D.I. CONTRACTOR TO VERIFY SIZE, -DEPTH AND LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 15+00 0 S=4-+611F 1.85X 16+00 17+00 X UIR 395 VR :1 375 370 17+80 KEY MAP SCALE: 1 =20' HORIZ. 1" —5' VERT. P060%a m" 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SEE SHEET SS-05. 3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION DETAIL ON SHEET SS-05. SEWER STUBS TO THE PROPERTY LINE SWILL BE 6-INCH 0 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 ARE LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, 5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND. S=377507 Irl AS -BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN �t E. q HEREON IS BASED UPON A FIELD o�N"' 04 VA SURVEY BY ME OR UNDER MY DIRECT = S • ��,� SUPERVISI IN OCT ER, 2015 - 2 E SON, L.S. NO. 22338 o Fs� t SJ�i L DATE: %- 14 -16 12-15-2017 R=377551 CHECKED FOR COMPLIANCE TO CITY STANDARDS POOL '••••..• 0 FIRST SUBMITTAL ESM 7 11 14 ® m. CONSULTING ENGINEERS LLC fV �Clr �!/••. SIIINE1fE0 sGIE o0 / / �~°,�, WHITMAN COURT of/t3/�ot 33� S �`"�'"� • ' ; I & t SECOND SUBMITTAL ESM 26 14 t �_ CITY 0 F , F©donM way, WA go= 2 THIRD SUBMITTAL ESM 10/29/1 �. www.esmcivil_com �; 3 FINAL SUBMITTAL ESM 11/20/1 a aye _ RFN TON SANITARY SEWER PLAN AND PROFILE oftumift P� Sw%vynn Lana PMmokv ONE Dec" DATUM v„ew�� �.eI Mmwp goo (ate �emab" •. •C/S p• 4 MYIAR SUBMITTAL ESM 12/01/1 AT R&I � Planning/Building/Public Works Dept. PERMIT #U14003820 SS-01 ESM JOB # 1799-001 -013 L E 1�13NO. REVISION BY DATE APPR 1 30 °``40 111 vz 2 :i D Cz m0 C Nz m m m 0 D A� W rk ?,775 so