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Home My WebLink AboutS-362139EXIST N,_ CULVERT IE L'" ADS- 466.3b �l 0 EX I` . =>— w < � PVC SDR -3 S.S. S = S.S.M.H. #H1 -05, TYPE 1 -48'0 STA. 300+00.00 /STA. 207+30.95 N: 177928.28 E: 1323122.44 / _ z O d d wO LF. 8 "0 PYC W _ any a3on - - S.S.M.H. H7 07 _ _ __ -. RIM 466-66- __ UT 468.64 I.E. 0 = -. I II i 0 n0 030na x3 ptln0 o30na x3 eana 3analx3 eano Ona1x3 c. III 0 0 ,2303 +49.79, 1.13 LT � W - 6 TYPE 1 -48" m 1 15' PROPOSED SANITARY S.S.M.H. cr_ I,I LU l W FUTURE 2 "s S.S.F.M. - _l 455.13 �o 88 465.21 SEWER EASEMENT Pi J i&9;z c`NOl r : i-il3ii5.615 177775.48 - — (CITY OF RENTON) N: 14;I689.3'F 177580.49 m 1329994.66 1323098.91 Q L — — 3 Boo PVC_SDR 0 — 2 z O CONCRETE U) SIDEWALK , - z X SEE SHEET SS -03 1.1.1 cc W 1.1.1 U) } Q I— U) F_ J d W Q470 W 2 465 Gr?7 455 450 EX. S o I dwna o3ads ' 307+00 ® ® +� A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA _ u u AS -BUILT CERTIFICATION: - � � - I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION ff IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY C EP D PROFESSIONAL ENGINEERING AND /OR R IN PRA TC JO NA D. RLEN L.S. NO. 41959 u DA /3 �r J _ 0 v �I eana a3, naix3 eano a3an6lx3 EX. SID —H -- eano a3analR a I. ` an D OJQnbIX3 dwna 033 f da� eano a30na1X3 eano amnalx3 �- 302+00 3NV3 3aU 303 +00 3NVl 3alj - - -- -- - - -__ -- 0.47X 8. ~ — — EXISTING EXTRUDED 195 LF, 8 "0 PVC SDR -35 S.S. ® S = 104E ' 3Ne� 3au —CURB (TYP) - --- -- --- --- -- --- O " M o SIT' I — 1n 304 +00 • m LJ = z0 eana i alx3 P J �W I I I PROPOSED CURB. SEE LIBERTY HIGH SCHOOL PERFORMING AR_ CENTER CIVIL PLANS •3 L.F. B "0 PVC SDR -3 S.S. S = ri N / d d J LF. 8 "0 PYC SDR -35 I I - - S.S.M.H. H7 07 _ _ __ -. RIM 466-66- __ UT 468.64 I.E. 0 = -. I II i 0 n0 030na x3 ptln0 o30na x3 eana 3analx3 eano Ona1x3 III 301+54.79 1.25 LT 0 ,2303 +49.79, 1.13 LT � .S.M.H. #H1 -06, TYPE 1 -48 "0 6 TYPE 1 -48" m 1 15' PROPOSED SANITARY S.S.M.H. #H1 -07. TYPE 1 -48 "0 I,I i , I S.S.M.H. RI I.F. TA. 364+54:&3 - _l 455.13 �o 88 465.21 SEWER EASEMENT Pi STA. 999 i&9;z c`NOl a. : i-il3ii5.615 177775.48 — (CITY OF RENTON) N: 14;I689.3'F 177580.49 m 1329994.66 1323098.91 E: 1323996.63 1323097.80 I J I PROPOSED UTILITIES. SEE LIBERTY PARKING LOT IMPROVEMENTS ARE SHOWN ON THE HIGH SCHOOL PERFORMING ART LIBERTY HIGH SCHOOL PERFORMING ARTS CENTER CENTER CIVIL PLANS CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. - --- -- --- --- -- --- O " M o SIT' I — 1n 304 +00 • m LJ = z0 eana i alx3 P J �W I I I PROPOSED CURB. SEE LIBERTY HIGH SCHOOL PERFORMING AR_ CENTER CIVIL PLANS EXISTING GROUND ® OE OF _ PIPE - -7 •3 L.F. B "0 PVC SDR -3 S.S. S = 0.68% 6:1@% _.... - - - -- - 195 LF. 8 "0 PYC SDR -35 I I - - S.S.M.H. H7 07 _ _ __ -. RIM 466-66- __ UT 468.64 I.E. 0 = -. I II i I 1 - -- - - I III J. 0 �I, �'I 6 TYPE 1 -48" m J S l - 1-fin i , I S.S.M.H. RI I.F. col - _l 455.13 �o 88 465.21 - <o - - -- c`NOl ccOO m I EXISTING GROUND ® OE OF _ PIPE - -7 300 +00 300 +40 300 +80 WARNING: F.d wa:.wA�°, "..1 ® 1 ®16� 1 THE UTILITY LOCATIONS SHOWN ww'w•esmcivil.com - M ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011 G n SCALE: 1'-20' HORI2 1' -5' VERL 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 GUDELOC FALL PROTECTION SYSTEM SHALL BE USED AS FALL RESTRAINT DEVICE UNLESS OTHERWISE APPROVED BY THE CITY. NOT TO •SCALE 470 O 465+ M C 1 . to 460 to N t5 w LLJ Z N 455 J w N S=362 450 13 9 CHECKED FOR COMPLIANCE TO CITY STANDARDS 301 +20 301 +60 302 +00 302 +40 302 +80 303 +20 303 +60 304 +00 304 +40 AVV" a E ` y 0 FRI SUBMRAL ESM 1 11 vEerru, w,w +see 1 SECOND SUBMI ESM 12 ocacnm 1��20' � C4 >} CITY OF HERITAGE PLAT SANITARY SEWER EXTENSION Oya3/2o�, 2 SANITARY SEWER REVI ESM /zs /1z BMO PHASE 1 (LIBERTY HIGH SCHOOL) RENTON ,�a 3 AS —BUILT SUBMITAL ESM 1J OOL as Ills DATUM pew NR �lr Planning /Building /Public Works Dept. PLAN AND PROFILE SS -04 IF W ME IN.YI (3 NO. REVISION BY [DATE APPR "e""wE" eG1 "C0P°I"�" * 8,16 C�:S•3��3`� •3 L.F. B "0 PVC SDR -3 S.S. S = 0.68% 6:1@% _.... - - - -- - 195 LF. 8 "0 PYC SDR -35 S. S.S. ® S = - - S.S.M.H. H7 07 _ _ __ -. RIM 466-66- __ UT 468.64 I.E. 0 = -. I II i 1 - -- - - I I - � TYPE 1 48 "I 0 7.18 8 "0 457., 8 - I H1 6 TYPE 1 -48" S l - 1-fin i , I S.S.M.H. RI I.F. RIM = 465.27 ♦ ,'_ F LE. IN - 4".64,, 8 °m 455.52 I.E. OUT = 10 "s - _l 455.13 X66 -�6i M =_ OUT = 88 465.21 - - - -- 300 +00 300 +40 300 +80 WARNING: F.d wa:.wA�°, "..1 ® 1 ®16� 1 THE UTILITY LOCATIONS SHOWN ww'w•esmcivil.com - M ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011 G n SCALE: 1'-20' HORI2 1' -5' VERL 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 GUDELOC FALL PROTECTION SYSTEM SHALL BE USED AS FALL RESTRAINT DEVICE UNLESS OTHERWISE APPROVED BY THE CITY. NOT TO •SCALE 470 O 465+ M C 1 . to 460 to N t5 w LLJ Z N 455 J w N S=362 450 13 9 CHECKED FOR COMPLIANCE TO CITY STANDARDS 301 +20 301 +60 302 +00 302 +40 302 +80 303 +20 303 +60 304 +00 304 +40 AVV" a E ` y 0 FRI SUBMRAL ESM 1 11 vEerru, w,w +see 1 SECOND SUBMI ESM 12 ocacnm 1��20' � C4 >} CITY OF HERITAGE PLAT SANITARY SEWER EXTENSION Oya3/2o�, 2 SANITARY SEWER REVI ESM /zs /1z BMO PHASE 1 (LIBERTY HIGH SCHOOL) RENTON ,�a 3 AS —BUILT SUBMITAL ESM 1J OOL as Ills DATUM pew NR �lr Planning /Building /Public Works Dept. PLAN AND PROFILE SS -04 IF W ME IN.YI (3 NO. REVISION BY [DATE APPR "e""wE" eG1 "C0P°I"�" * 8,16 C�:S•3��3`�