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Home My WebLink AboutS-362152EX. S.S.M.H., T(PE 1 -48 "0 � INT. AS -BUILT VH?16 - 25:22 0 W', •a�, STA. 900 +06.13, 19183' L7 ' N: E. 13211711 1321171.41 <� POINT #134 RIM = 478.42 CASED MONUMENT MID CHANNEL = 469.30 1-48-0 _._.._ (10'• PVC (4V) 8" PVC (N)) Z SEE SHEET KEY -SV 900+99.66, 4.78 RT. W U) O- RIM = 4:; I.E. IN 0 Q FX FX X EX. 10" SS W GENERA -S 15 NW �I 26 LF., 12 "0 PVC AND/07 S.S.M.H. P2 -04, TYPE 1- S.S. 0 S= 0.50% w � N � INT. z a Imo', v1 0 W', •a�, IE _ }7399, e'L"tIP L5� STA. 900 +13.96, SE 137T c\i a ' 162ND AVE SE w Z POINT #134 0 O CASED MONUMENT FIRST FLOOR ELEV.= 485.59 + N: 177624.10 1-48-0 _._.._ APPROXIMATE WATER E: 1321176.50 4.78 RT. Z SEE SHEET KEY -SV 900+99.66, 4.78 RT. W U) O- RIM = 4:; I.E. IN 0 Q FX FX X 3 � I.E. OUT W GENERA ACCEPTED PROFESSIONAL ENGINEERING cc NW �I w AND/07 S.S.M.H. P2 -04, TYPE 1- - I ISTA. -999+9&6 - 698' JO A V J 900+08.62, 4.78 RT. U) 0 __J O O 0 U) 0 Q U) (n 495 490 CIFA 0.141 475 470 465 I 14] I W Ex. SDCB RIM 4750 - c/ IE- 472 57, 12' MP (N) W I 1,73 06, CdP (S) l\ PID E #162 0010 Q \\ HOUSE 16202 w � FIRST FLOOR ELEV.= 487.96 I� (0 W_ EX. 12 °CI=• 901 +00 f - ---+ -- -1 ----+- - _ A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA NOTE: S.E. 137TH PL. IS A CITY OF RENTON STREET ALL TRENCH RESTORATION SHALL BE PER CITY OF RENTON CURRENT TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7.1.1) (REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. d O p `- - - -- _- - ° -c w- - - -- -- 1 902 +00 EX_ 8' CM P -- ---� -- -1 I 903 +00° .• -... _ e;___-- - - -OVf cn _X 12 "CMP 7 - _1 150' R/w 904 +00 Q I o ° _ O LJ - -- - - -- - - - - - WN J _- - LJ ,6 CMP �_ � -c -� - Vf 1 -EX 1 91 L.F., 12 "0 PVC 5 �1 S.S. 0 S =0.50% '� Mx. ,oce U �... ^s'" 78.84 \ p��_ 186 L.F., 10 "0 PVC ~ ;E = 471 48, 12 -C61P (E) P Q IF = 4645, 5n'ClIP (W) S.S. 0 5 =1.00% 9 Ex. SDMP 240 L.F., 12 "0 PVC Ex. soce RI 7o R1 • - 991,19 lE 170 >, I2'CMP (N) S.S. 0 S =0.53% 1 •78.68, 8'CMP (N) IE 1.....,., �e ereP (E) I_ 478 68, 12'CMP (7a) STA. S.S.M.H. P2 -06, TYPE 1 -48 "0 IE = 4-'3.SS, l,"CIIP (s) S.S.M.H. P2 -05, TYPE 1 -413 IE - 1/1 5z. 8 "CMP (S) STA. 903 +39.93, 4.52 8" Gt, F; = 409.0:5 OVERF'lo:v m PRECAST = 900+99.66, 4.78 ITT. 475.1'1 PID /4306500110 PID #4306500090 PID #43065 PID #4306500120 HOUSE #16211 HOUSE #16219 HOUSE #16227 FIRST FLOOR ELEV.= 482.50 FIRST FLOOR ELEV.= 483.31 FIRST FLOOR ELEV.= 483.69 HOUSE #16203 FIRST FLOOR ELEV.= 475.18 SE 137TH PL (LIBERTY LANE) - CITY OF RENTON NI al x. soce � Imo,, a, a - RIM = 481.21 Imo', v1 0 W', •a�, IE _ }7399, e'L"tIP L5� ro � c\i a PID 7 ro a PID 4306500020 14306500030 HOUSE #16218 PID 4306500040 HOU E #16210 FIRST FLOOR ELEV.= 485.43 1' FIRST FLOOR ELEV.= 485.59 + FIRST FLOOR ELEV.= 485.23 1-48-0 _._.._ APPROXIMATE WATER LINE LOCATION 4.78 RT. PER FIELD LOCATED PAINT STRIPES 900+99.66, 4.78 RT. AND VALVES U) O- NOTE: S.E. 137TH PL. IS A CITY OF RENTON STREET ALL TRENCH RESTORATION SHALL BE PER CITY OF RENTON CURRENT TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7.1.1) (REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. d O p `- - - -- _- - ° -c w- - - -- -- 1 902 +00 EX_ 8' CM P -- ---� -- -1 I 903 +00° .• -... _ e;___-- - - -OVf cn _X 12 "CMP 7 - _1 150' R/w 904 +00 Q I o ° _ O LJ - -- - - -- - - - - - WN J _- - LJ ,6 CMP �_ � -c -� - Vf 1 -EX 1 91 L.F., 12 "0 PVC 5 �1 S.S. 0 S =0.50% '� Mx. ,oce U �... ^s'" 78.84 \ p��_ 186 L.F., 10 "0 PVC ~ ;E = 471 48, 12 -C61P (E) P Q IF = 4645, 5n'ClIP (W) S.S. 0 5 =1.00% 9 Ex. SDMP 240 L.F., 12 "0 PVC Ex. soce RI 7o R1 • - 991,19 lE 170 >, I2'CMP (N) S.S. 0 S =0.53% 1 •78.68, 8'CMP (N) IE 1.....,., �e ereP (E) I_ 478 68, 12'CMP (7a) STA. S.S.M.H. P2 -06, TYPE 1 -48 "0 IE = 4-'3.SS, l,"CIIP (s) S.S.M.H. P2 -05, TYPE 1 -413 IE - 1/1 5z. 8 "CMP (S) STA. 903 +39.93, 4.52 8" Gt, F; = 409.0:5 OVERF'lo:v m PRECAST = 900+99.66, 4.78 ITT. 475.1'1 PID /4306500110 PID #4306500090 PID #43065 PID #4306500120 HOUSE #16211 HOUSE #16219 HOUSE #16227 FIRST FLOOR ELEV.= 482.50 FIRST FLOOR ELEV.= 483.31 FIRST FLOOR ELEV.= 483.69 HOUSE #16203 FIRST FLOOR ELEV.= 475.18 SE 137TH PL (LIBERTY LANE) - CITY OF RENTON NI al r �. a. vi � Imo,, a, a nl � Imo', v1 0 W', •a�, roll a ro � c\i a ( �i ro al 7 ro a Iii ro', ai ill o� off, v� <r ro, a.. I ui �n' Ij ro' a7 w', 01 a, v!� al �, � ro � 162ND AVE SE 3 U 5 LF., PVC S.S.�I 5 =0.53% 1 ! DAM r 90 "a Mir cC gb S = S.S.M.H. #P2 -04. TYPE 1- 46 "0_. STA. 900 RIM = 4516.15r 476.20 I.E. IN 469.59, 12"o 469.501, I.E. OU'T 4694.9; 12 "0 469.35 EX, S.�.M,H. TYPE '.I -48 "9 <T _ 951Q 08.1? t9,63 T, r RIM - +*a 476.42 1. E IN = 469.30 8"0 N I.E. IN - 469.35, 12 0 E E OUP 469 25 1 v "o H' CONNECT TO EXISTING S.S.M. AND RE- CHANNEL o ri + I. cq 06 m ' ' n EXISTING GROUND - 0 ROAD d w PVC S.: N O O ICI O ! It +o +o 191- O O 1 O 1,. M F 1' -- + P -05 TYPE 1-48-0 _._.._ o o 4.78 RT. -U &99- -RT- 900+99.66, 4.78 RT. "AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION U) O- RIM = 4:; I.E. IN 0 Q FX FX UPON WORK PREPARED IN ACCORDANCE WITH 3 � I.E. OUT = +3996, 12 "0469.92 GENERA ACCEPTED PROFESSIONAL ENGINEERING NW �I ow o ri + I. cq 06 m ' ' n EXISTING GROUND - 0 ROAD d w PVC S.: KIM � 909.4Z I.E. IN = 4;1.64 10 "0 471.55 I.E. OUT = 43+,41 12 "0471.25 - y 0.98% 70 "0 PVC S.S. ®S= 1a99,°b 900 +00 900 +40 900 +80 901 +20 901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00 0 F R f SUBMITTAL ESY 1 11 !' M ®CONSULTING ENGINEERS LLC 4r`/�f /•�•' 1 MYLARS�IfTK FSY 12 NINEIEP. YHE KATIL ILWD 1969 /� 6z+oo em A. " "." S. sw," zos Q `• , xamaxnL ii CITY T V O C WARNING: Fe wall W",, WA98OW 10 ®I �► I _ 2 MYIAR SUBMTRAL 6M 11 12 t'�20 .. r19 THE UTILITY LOCATIONS SHOWN •ww•esmcivil.com ° ! «N" Im 4 Wi�riI EESM 10 12 ° " Ba =u RENTON ft F"°l"�""9 1 F�..�j.' a m "m 1 u� °tee w°.N,«w.. 0 /STE9"' , 5 AS -BOLT SUBMITTAL 6M 1y c,cc,aa 7 DATUM Planning /Building /Public Works Dept. ARE APPROXIMATE ONLY. DEPTH "°" ° " MN „� �E „K„ UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 L ti� \�j NO. REVISION BY DATE APPIR f0P0 y 495 490 N O O ICI O ! It +o +o 191- O O 1 O 1,. M F M F -- S.S.M.H. P -05 TYPE 1-48-0 _._.._ o o 4.78 RT. !STA. - 891+99- &99- -RT- 900+99.66, 4.78 RT. "AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION J I RIM = 4:; I.E. IN 'I FX FX UPON WORK PREPARED IN ACCORDANCE WITH Q � I.E. OUT = +3996, 12 "0469.92 GENERA ACCEPTED PROFESSIONAL ENGINEERING �I 1, AND/07 1 CE. - I JO A D. LEN, NO 41959 II i I w 7r /.Z1/ .C3 , o ¢.1 III l III W'I 'I W KIM � 909.4Z I.E. IN = 4;1.64 10 "0 471.55 I.E. OUT = 43+,41 12 "0471.25 - y 0.98% 70 "0 PVC S.S. ®S= 1a99,°b 900 +00 900 +40 900 +80 901 +20 901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00 0 F R f SUBMITTAL ESY 1 11 !' M ®CONSULTING ENGINEERS LLC 4r`/�f /•�•' 1 MYLARS�IfTK FSY 12 NINEIEP. YHE KATIL ILWD 1969 /� 6z+oo em A. " "." S. sw," zos Q `• , xamaxnL ii CITY T V O C WARNING: Fe wall W",, WA98OW 10 ®I �► I _ 2 MYIAR SUBMTRAL 6M 11 12 t'�20 .. r19 THE UTILITY LOCATIONS SHOWN •ww•esmcivil.com ° ! «N" Im 4 Wi�riI EESM 10 12 ° " Ba =u RENTON ft F"°l"�""9 1 F�..�j.' a m "m 1 u� °tee w°.N,«w.. 0 /STE9"' , 5 AS -BOLT SUBMITTAL 6M 1y c,cc,aa 7 DATUM Planning /Building /Public Works Dept. ARE APPROXIMATE ONLY. DEPTH "°" ° " MN „� �E „K„ UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 L ti� \�j NO. REVISION BY DATE APPIR f0P0 y 495 490 N O O ICI O ! It AS -BUILT CERTIFICATION: 191- O O 1 O I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE -- S.S.M.H. P -05 TYPE 1-48-0 _._.._ THAT THE INFORMATION SHOWN HEREON REFLECTS THE 4.78 RT. !STA. - 891+99- &99- -RT- 900+99.66, 4.78 RT. "AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION J W to RIM = 4:; I.E. IN -4•&1 477.38 4a9-Fi 12 "0 470.04 IS BASED UPON WORK PREPARED IN ACCORDANCE WITH Q � I.E. OUT = +3996, 12 "0469.92 GENERA ACCEPTED PROFESSIONAL ENGINEERING �I 1, AND/07 1 CE. - I JO A D. LEN, NO 41959 II i I 7r /.Z1/ .C3 KIM � 909.4Z I.E. IN = 4;1.64 10 "0 471.55 I.E. OUT = 43+,41 12 "0471.25 - y 0.98% 70 "0 PVC S.S. ®S= 1a99,°b 900 +00 900 +40 900 +80 901 +20 901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00 0 F R f SUBMITTAL ESY 1 11 !' M ®CONSULTING ENGINEERS LLC 4r`/�f /•�•' 1 MYLARS�IfTK FSY 12 NINEIEP. YHE KATIL ILWD 1969 /� 6z+oo em A. " "." S. sw," zos Q `• , xamaxnL ii CITY T V O C WARNING: Fe wall W",, WA98OW 10 ®I �► I _ 2 MYIAR SUBMTRAL 6M 11 12 t'�20 .. r19 THE UTILITY LOCATIONS SHOWN •ww•esmcivil.com ° ! «N" Im 4 Wi�riI EESM 10 12 ° " Ba =u RENTON ft F"°l"�""9 1 F�..�j.' a m "m 1 u� °tee w°.N,«w.. 0 /STE9"' , 5 AS -BOLT SUBMITTAL 6M 1y c,cc,aa 7 DATUM Planning /Building /Public Works Dept. ARE APPROXIMATE ONLY. DEPTH "°" ° " MN „� �E „K„ UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 L ti� \�j NO. REVISION BY DATE APPIR f0P0 y 495 490 N O O 485 O It S E I 37TH PL� + tV 191- O O 1 O 480 N ui = U) 475 Z UJ J W to 2 0 470 Q 465 460 904 +40 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. HIGH SCHOOL J L-I l SE 144TH ST MAYWOOD MIDDLE SCHOOL KEY MAP NOT TO SCALE S=362 152 CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION - P2 PLAN AND PROFILE: S.E. 137TH ST. STA 900 +00.00 TO STA 904+40.00 G (8 , _:- :36c�t5do, $$ -01 N a SE 136TH Sr S E I 37TH PL� rVY HIGH SCHOOL J L-I l SE 144TH ST MAYWOOD MIDDLE SCHOOL KEY MAP NOT TO SCALE S=362 152 CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT SANITARY SEWER EXTENSION - P2 PLAN AND PROFILE: S.E. 137TH ST. STA 900 +00.00 TO STA 904+40.00 G (8 , _:- :36c�t5do, $$ -01