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Home My WebLink AboutS-362136� J z ^ U VX w 'o U a co It w m T w Q a Z W I- X w Ir w w IM Q Z Q� J a w cr H W ExS-INC P g E FUTURE 32 L.F. 12 "0 PVC SDR -35 S.S. O S = 1.13% [X Inr B RI ' j IF .) r In , IE C F - I I ` ARE 100+ .63 7 2 R I ( .M.H. /P2 -02. TYPE 1 -54° _ L - +881.1&it 44444- 17741 \ �S 15' PROPOSED SANITARY SEWER EASEMENT EX & 7PF' -- - +CITY OF RENTON) FUTURE I I S 10 #P2 -01, TYPE 1 -48 "0 _ -- STA. A. 198t59:4W,486-74--177461.N - N: 47,66-7 4W,486-74--177461.N E: +3f445+50- 1322454.18 100+86.13, 0,80 R _ - . - -- FUTURE S.S.F.M. k0£vER -� 104.1 T 41- FUTURE 4Q@, LF, 12 "0 PVC X900 S.S 0 S 9�0 FAI EX. A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA I o e i STA. 184&10.99/ STA. 200 +00.00 8'CHAINUNK FENCE I I TYPE 1 102 +00 S ' EX TING SS M I FUTURE SANITARY RIM- 428.5 SEWER PUMP STAT BOTTOM OF TRII TE (eY OTHERS) o 1 RISER HEIGHT 6.91 - I EX 30 T- IFXI_TING S.S .M H „I 431.98 �B ATOM OF IC l 9 A.93 RI ;E22 HEIGHT T il. I FUTURE 18 12 "0 PVC SDR -35 S.S. OS 0 447�j EXISTING S.S. 1', ILT 0.87 R �� I a FUTURE S.S.M.H. #P2 -03, TYPE 1 -48 "0 STA. {66±98.68 - ^jii I N: +,z:469.69- 177451.31 EX. GA II1 I E:??5026 1322503.58 X. 6' PVC I, Ex. Q GAS - - -w - - - 'RII 12� -- 103+00 969 LF 1200 C900 S.S. O S = 4,440 FIRE LANE EDGE OF PAVEMENT o- -o - - - - LEX6" S.S.- 6 - -5 - FIM = 145.65 LL 6 439.30 E o 437.95 EXISTING SDCB RIM - 445.41 IE 6' PVC 441.42 (SW) IE 12 ADS 441.14 (E) _ IF 12 ADS - 436.61 (E) j SHED IL: 1? ADS - 436.36 (N) IE 6 PVC = 440.61 (N) - - -- IE 15' ADS = 436.33 (SW) I N ti 0 R K. I?" ADS J MISTING SSCO M = 443.46 12 ' ADS 14 L.F. 10"0 C900 S.S.; - 0S. 0 fox S.S. STUB W /CAP STA. 104+31.13 N: 177837.35 E. 1322448.97 -- ' IMMBIE TO OBTAIN STUB AS- BIALT. 104 �� x F . _ DESIGN DATA SHOWN. Fx �:ns _ c EXISTING SDCB RIM = 442.80 IF 19° ADS= 438.26 (N) IE 12" ADS = 437.99 (S) IE 6 ADS- 441.00 (E) LIBERTY HIGH SCHOOL 15' PROPOSED SANITARY SEWER EASEMENT N (CITY OF RENTON) w w 0 "� V° A c 1T ADS S.S.M.H. #H 1 -02, TYPE 1 -60.0 1 x I o e i STA. 184&10.99/ STA. 200 +00.00 n� .�� N: 473821.44 - 177824.90 Ex P 0' , E +21224i7439" 1322446.70 x s \ 1 o'oj csoo s.s. 104+18.37. 0.83 L / 200+00.82, 0.53 L \ \ \ I EXISTING SDCB RIM = 442.80 IF 19° ADS= 438.26 (N) IE 12" ADS = 437.99 (S) IE 6 ADS- 441.00 (E) LIBERTY HIGH SCHOOL 15' PROPOSED SANITARY SEWER EASEMENT N (CITY OF RENTON) w w 0 I AS -BUILT CERTIFICATION: FUTURE S.S.MH. P2 -03 TYPE 1- 48------- RIM =- +3898431.26 LE. IN = 424.3±, 8 "0 OUT +9F 12 "0.425.2_2 _V - -- -- -TYPE RM Ii --------- 1-48 "� i 1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE I 01 TYPE 1 .M,H. H1L4 -60" 445 THAT THE INFORMATION SHOWN HEREON REFLECTS THE D I i I 439.25 RE 1 o'oj csoo s.s. ,X ` AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION ,q - - I __ - -- 425 IS BASED UPON WORK PREPARED IN ACCORDANCE WITH S.$ M.H. P2 -02 1 -54" HALL W MANH L LE. IN OUT l 12 "0424.71 424 56 j GENERALLY A,BGEPT PROFESSIONAL ENGINEERING LE. !I.E. - -- -- - -- AND /OR S N PRA C Q 41959 !.� JONA V51�EN LS. NO. 41959 Np, yu1D !I(FUTUf�RRE PU P STATION). _ DA IM =.4T8:18- 429.18 "0425.14 EXISTING GR END 422.70 I 0 ¢ OF PIP 1 E. IN - 4446 12" � I I I I ' I 3 '', / i 0 ILI a- / w a_ X X G / $. 7D 32.7 100 +80 101 +20 101 +60 102 +00 102 +40 / - -FUTURE 3+ L. 12 "0 PVC SDR-35. S.S. 12'0 PVC SDR- 351 I I 0 � 0 S 9.464E Ii, 0 S = :t"-- aRE1TA. WARNING: W4MMh Avanua S.SuIN.05 FaEeral Way, WA S84IW j ® j I iF/ j _ 0 44% I 1.13% I AS -BUILT CERTIFICATION: FUTURE S.S.MH. P2 -03 TYPE 1- 48------- RIM =- +3898431.26 LE. IN = 424.3±, 8 "0 OUT +9F 12 "0.425.2_2 _V - -- -- -TYPE RM Ii --------- 1-48 "� i 1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE I 01 TYPE 1 .M,H. H1L4 -60" 445 THAT THE INFORMATION SHOWN HEREON REFLECTS THE D I i I 439.25 RE 1 o'oj csoo s.s. ,X ` AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION ,q - - I __ - -- 425 IS BASED UPON WORK PREPARED IN ACCORDANCE WITH S.$ M.H. P2 -02 1 -54" HALL W MANH L LE. IN OUT l 12 "0424.71 424 56 j GENERALLY A,BGEPT PROFESSIONAL ENGINEERING LE. !I.E. - -- -- - -- AND /OR S N PRA C Q 41959 !.� JONA V51�EN LS. NO. 41959 Np, yu1D !I(FUTUf�RRE PU P STATION). _ DA IM =.4T8:18- 429.18 "0425.14 EXISTING GR END 422.70 I 0 ¢ OF PIP 1 E. IN - 4446 12" � I I I I ' I 3 '', / i 0 ILI a- / w a_ X X G / $. 7D 32.7 100 +80 101 +20 101 +60 102 +00 102 +40 / - -FUTURE 3+ L. 12 "0 PVC SDR-35. S.S. 12'0 PVC SDR- 351 ®CONSULTING ENGINE- LLC 1! / j�'�A �b 0 FIRST SUBMITII 0 S 9.464E Ii, 0 S = :t"-- aRE1TA. WARNING: W4MMh Avanua S.SuIN.05 FaEeral Way, WA S84IW j ® j I iF/ j _ 0 44% I 1.13% SECOND SUBMITTAI / OO XE0 I 2 SANITARY SEWER REVISIONS ESM X24/12 �b � THE UTILITY LOCATIONS SHOWN .,. � e•-+�o www.esmcivil.com I 3 AS -BULT S1IBMITTAL ESM 13 Nw Od CNiI FiglaesfaY I FrlaMejaN Y"�npameM I W atmpenl0rtnilaeW,. ARE APPROXIMATE ONLY. DEPTH ° " "°" �' - � C1ECI{ED: A81 UNKNOWN. CAL_ 1- 800 - 424 -5555. ESM JOB #1352- 020 -011 T NO. REVISION BY DATE APPIR �^ 1 I 104.1,_. 1 - -I CIITI IDC_.a�o__ ±46 I 4201UTURE FUTURE S.S.MH. P2 -03 TYPE 1- 48------- RIM =- +3898431.26 LE. IN = 424.3±, 8 "0 OUT +9F 12 "0.425.2_2 _V - -- -- -TYPE RM Ii --------- 1-48 "� i ', ;I 01 TYPE 1 .M,H. H1L4 -60" 445 440 I i I 439.25 RE 1 o'oj csoo s.s. I - - I __ - -- 425 S.$ M.H. P2 -02 1 -54" HALL W MANH L LE. IN OUT l 12 "0424.71 424 56 j LE. !I.E. j 423.12 423.04 lI 258.9 1.12% -269• L.F. 12 "0 C900 S.S. 0 S 4,4999!; 450 4201UTURE FUTURE S.S.MH. P2 -03 TYPE 1- 48------- RIM =- +3898431.26 LE. IN = 424.3±, 8 "0 OUT +9F 12 "0.425.2_2 _V - -- -- -TYPE RM / I --------- 1-48 "� --___----_-1------'- -- __..._ ', ;I 01 TYPE 1 .M,H. H1L4 -60" 445 440 435 14 LF 439.25 RE 1 o'oj csoo s.s. 430 - - - - __ - -- 425 S.$ M.H. P2 -02 1 -54" HALL W MANH L LE. IN OUT �zvee?`P�2'm 12 "0424.71 424 56 j LE. !I.E. IN 12 "4 12 "0 (FUTURE) OUT "O 423.12 423.04 !.� 18 !I(FUTUf�RRE PU P STATION). IM =.4T8:18- 429.18 "0425.14 422.70 I I 1 E. IN - 4446 12" I 415.E. OUT -.4z- ' 12 "0425.08 100 +00 100 +40 100 +80 101 +20 101 +60 102 +00 102 +40 102 +80 ®CONSULTING ENGINE- LLC 1! / j�'�A �b 0 FIRST SUBMITII ESM 1 11 aRE1TA. WARNING: W4MMh Avanua S.SuIN.05 FaEeral Way, WA S84IW j ® j I iF/ j _ 1 SECOND SUBMITTAI ESM 12 OO XE0 2 SANITARY SEWER REVISIONS ESM X24/12 �b THE UTILITY LOCATIONS SHOWN .,. � e•-+�o www.esmcivil.com 3 AS -BULT S1IBMITTAL ESM 13 Nw Od CNiI FiglaesfaY I FrlaMejaN Y"�npameM I W atmpenl0rtnilaeW,. ARE APPROXIMATE ONLY. DEPTH ° " "°" �' C1ECI{ED: A81 UNKNOWN. CAL_ 1- 800 - 424 -5555. ESM JOB #1352- 020 -011 L .(T3 g NO. REVISION BY DATE APPIR �^ lI 258.9 1.12% -269• L.F. 12 "0 C900 S.S. 0 S 4,4999!; 450 n " -20 HOML SCALE: 1 1'"3 VERT. CONTOUR INTERVAL - 2' 20 10 0 20 40 NOTES: 1. EXISTING UTLTTES 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 GUDELOC FALL PROTECTION SYSTEM SHALL BE USED AS FALL RESTRAINT DEVICE UNLESS OTHERWISE APPROVED BY THE CITY. NOT TO •SCALE S=362 136 _ �wew -aaa u0 N 0"0 437.57 CHECKED FOR COMPLIANCE TO CITY STANDARDS /INSIDE DROP) N +.� 10 "0 426.32 )UT 12 "0 426.03 103 +20 103 +60 104 +00 104 +40 StlIF: ICI HERITAGE PLAT SANITARY SEWER EXTENSION 1 • -20' �? } CITY OF PHASE 1 (LIBERTY HIGH SCHOOL) RENTON �� 01E 11N" DATUM Planning/Building /Public Works Dept. PLAN AND PROFILE IF , 011E IIILX EGI£ ICCCPINXLLY SS -01 / I 445 440 435 14 LF 1 o'oj csoo s.s. 430 10 SI- = 0.40% ss. rue w cAP 425 I.E. _. 426.59 10-0 _ UNABLE TO OBTAIN STUB AS- BUILT. DESIGN DATA SHOWN. n " -20 HOML SCALE: 1 1'"3 VERT. CONTOUR INTERVAL - 2' 20 10 0 20 40 NOTES: 1. EXISTING UTLTTES 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 GUDELOC FALL PROTECTION SYSTEM SHALL BE USED AS FALL RESTRAINT DEVICE UNLESS OTHERWISE APPROVED BY THE CITY. NOT TO •SCALE S=362 136 _ �wew -aaa u0 N 0"0 437.57 CHECKED FOR COMPLIANCE TO CITY STANDARDS /INSIDE DROP) N +.� 10 "0 426.32 )UT 12 "0 426.03 103 +20 103 +60 104 +00 104 +40 StlIF: ICI HERITAGE PLAT SANITARY SEWER EXTENSION 1 • -20' �? } CITY OF PHASE 1 (LIBERTY HIGH SCHOOL) RENTON �� 01E 11N" DATUM Planning/Building /Public Works Dept. PLAN AND PROFILE IF , 011E IIILX EGI£ ICCCPINXLLY SS -01