Loading...
HomeMy WebLinkAboutWWP2703621.5w Q Oz F Oc� w U CIS 0 L L1 m T LLI Q z O z x W IIr w L1J cC Q I- z 450 v�Q�/� ! 445 UJ G 440 UJ 435 430 425 420 415 A PORTION OF SEC 13114 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA 15' PROPOSED SANITARY SEWER EASEMENT EXISTING SDCB , l (CITY OF RENTON) \ B'CHAINLINK RIM = 428.22 IE R" r`PP-426 1 'N\A0 ' FUTURE FENCE A P A 14 L.F. 10"� C900 S.S. t _ I S.S.M.H. #P2-01 , TYPE 1 -60"� S.S.M.H. #H 1 -01 , TYPE 1 -72 FUTURE 34 L.F. STA. 100+50.19 STA. 101 +58.37 EX. 6" PVC ® S = 0.40% 18"0 PVC SDR-35 S.S. I N: 177456.73 N: 177564.82 @ S = 0.40% E: 1322453.56 -- - 4 / E: 1322449.52 P f� EX. GAS S.S. STUB W/CAP P STA. 104+31.13 EXISTING SDCB ' 1 t FUTURE S.S.F.M. P o w _ _�_ - _ N: 177837.35 RIM = 428.29 I x UI � `,I � \� E: 1322448.97 IE 30" CPP=419.34 (W) _ J D -ARE_ =- - ' -� IE 8" CPP=421.59 (SE) IE 30" CPP=419.20 (SF) , 102+00 103+b0 259 LF, 30"0 C905 S.S. @ S 0.40% 104+00 �x -EX. GAS ' 108 LF, 36"0 PVC C905 S.S. Ca? S = 0.50% ' AS HAS EDGE OF PAVEMENT \ \ ll ------ - - --- ------ --. FUTURE S.S.M.H. #P2-02, TYPE 1-54"0 _ _ / ---__ _ __ w W \ STA. 100+ 1 6.14 N: 177449.94 E: 1322486.93 / a E 12" ADS Jt ��EX. (VEXI` -NG S.S.M.H. FUTURE SANITARY EXISTING S.S.M.H.EX. 12" ADS S.S.M.H. #H1 -02, TYPE 1 -60"�D (n RIM = 428.93 / SEWER PUMP STATION I -RIM = 445.65 1 `,< I , _ EXISTING SSCO STA. 104+16.99 STA. 200+00.00 WA. J BOTTOM OF STRUCTURE=419,55_ BY OTHERS / EX. POWER c ' j �' RISER HEIGHT = 426.90 ( ) I.E. 6" = 439.30 o RIM = 443.46 N: 177823.44 EX. 8" CPP / I - - _ - I.E. 6" - 437.95 COULD NOT OPEN E: 1322447.37 ' � EX. GAS 0 W v � I -X. 30' CPP EXISTING S.S.M.H. z W �, 15 PROPOSED / RIM = 431.98 1=XISTING SDCB _� _ r ;-^�-_ SANITARY SEWER EASEMENT (n BOTTOM OF STRUCTURE=419.93 [RIM = 445.41 (CITY OF RENTON) ' W RISER HEIGHT = 426.99 IE 6" PVC=441.42 (SW) _ EXISTING SDCB W / IE 12" ADS=441 .14 (E) o ;RIM = 442.80 m FUTURE 16 L.F. IE 12" ADS=436.61 E 18"� PVC SDR-35 S.S. , � ` � /� IE 12" ADS-436.36 (N) SHE[ S = 0.40%� / EXISTING S S. VAULT IE 6" PVC=440.61 (N) IE 15" ADS=436.33 (SW) / % N FUTURE < / I S.S.M.H. #P2-03, TYPE 1 -48"0 STA. 100+00.00 m N: 177450.59 EX GAS I� E: 1322503.06 i z a M EX. 12" ADS IE 12" ADS=438.26 (N) IE 12" ADS=437.99 (S) IE 6" ADS=441.00 (E) LIBERTY HIGH SCHOOL { c� � 1 r-j r7 co' o N �I �; `�' �I �I � � I.C) I i i EXISTINC ® q OF N d1 c0 � +w +W 00 00 / Q H X / W cn W / FUTURE 16 L.F. FUTURE 34 L.F. / 18" 0 PVC SDR-35 S.S. 18"0 PVC SDR-35 S.S. / @ S = 0,40% @ S = 0.40% / 1 I I 1 1 1 I 1 I 1 I 1 1 t 1 1 i 1 1 i 1 I ,' -- -1 �- -------------1 1 1 , - - - - - - ----- FUTURE 108 L.F._36"0 PVC C905 S.S. ® S = 0.50% ---------L_ 1 I I FUTURE S.S.M.H. P2-03 TY 1 1 - I I 1 ------------------------------------------------------------ RIM = 430.88 I.E. IN = 424.3t, 8"0 I.E. OUT = 424.52 18" 0 FUTURE S.S.M.H. P2-01 TYPE 1 -60" RIM = 429.00 UTURE S.S.M.H. P2-02, TYPE 1 -54" I.E. IN = 424.22, 18" 0 I.E. OUT = 422.92, 36" 0 I..JA1 I n\A/ AAAALLJnI � L 428.70 = 424.46, 18"0 T = 424.36 18"0 100+00 100+40 100+80 101 +20 04 CONSULTING ENGINEERS LLC WARNING: Bldg 0, Ses2 o f I (D Federal Way, WA 98003 FEMORAL WAY (253) f36-6113 www.esmeivii.com EVERETT (425) 297-9900 THE UTILITY LOCATIONS SHOWN ELENSBURG (5091962-26DB Civil Engineering Land Surveying Land Planning 4 175 ARE APPROXIMATE ONLY. DEPTH Public Works I Project Management I Landscape Architecture n ASTER` Y 7 UNKNOWN. CALL 1-800-424-5555. F ESM JOB #1352-020-01 1 ONALbi i I.t. IN = 4L4.U0, SU �D I.E. IN = 438.00, 10" 0 I.E. IN = 422.38, 36" (FUTURE) I.E. OUT = 422.28, 36"0 (FUTURE PUMP STATION) I.E. NINSID426.503, 10" 0 I.E. OUT = 425.10, 30" 0 101 +60 102+00 0 F1RST SUBMITTAL 1 SECOND wemrnAL REVISION 102+40 102+80 ESA 12 /05/1 1 SURVEYED: m OB 12 DESIGNED: m DRAWN: DCL CHECKED: AN BY --= r1PPR APPROVED: 103+20 103+60 104+00 SCALE %� 1 VERTICAL NA ., }= CITY O F •=20f HORIZONTAL 1 NAD 983/183/1991 �► `.-/ RENTON L ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 450 445 440 435 430 n SCALE: 1"=20' HORIz. 1 "=5' VERT. CONTOUR INTERVAL = 2' 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 AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT-01. 3. FINAL RIM ELEVATIONS SHALL MATCH RESTORED PAVEMENT GRADES. 4. MILLER GLIDELOC FALL PROTECTION SYSTEM SHALL BE USED AS FALL RESTRAINT DEVICE UNLESS OTHERWISE APPROVED BY THE CITY. UJ V) UJ Q o BRIARWOOD fl ,8 ELEMENTARY SCHOOL SE 136TH ST W I v, w Q 0 HI CD LIBERTY HIGH SCHOOL SE 144TH ST O MAYWOOD MIDDLE O SCHOOL KEY MAP NOT TO SCALE a25 S=362 105 420 CHECKED FOR COMPLIANCE TO CITY STANDARDS LIZ, 104+40 DATE: HERITAGE PLAT SANITARY SEWER EXTENSION 02/06/201 PHASE 1 (LIBERTY HIGH SCHOOL) FIELD600K PAGE: DRAWING NO: PLAN AND PROFILE SS-Q 1 SHEET OF 5 16