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Home My WebLink AboutS-362169171ST AVE SE 1 I OO Z �� w + - U -- w Q W O r 3 of O / A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA - 1/101 HVC. N: 176649.35 E: 1324056.3 - 31m. JOTJJ.10, 1/LIVU HVC 3L N: 176630.16 E: 1324375.12 172ND AVE SE PID / 7229800455 HOUSE X13854 j FINISHED FLOOR ELEV.=484± 359.4 IXi>II� 36@ L.F., CO I' CII , i 121 8"0 S.S o I -- n -12+00 ---- --73+73+ Lu -� W g __----- I-_ W S X Tn U I I I t W y,I Q S.S.M,H. {NF12-03, TYPE 1-48"0 It L "T" ' 9 "` " ` "" nT PID 7229800460 VACANT LOT LL1 � STA. 10+76.30, 5.87' RT. 1 W AS -BUILT CERTIFICATION: I1 t / V I I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE >_ RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK Q PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY ERH�I� IXPRESSED�ORPI Ek D/ 1yDATE: g a /w V Q WINT'X STA. 10+80. = 171ST AVE SE FINISHED GRADE E 510 500 do 00 10. U) O a + 490 Nr N `'n � 480 gz W = 470 vl U W Q U) 460 L 1lel S.S.M.H. /H2-04, TYPE 1-48"01 STA. 14+35.75, 3.74' RT. S S.M.H. /H2-05, TYPE 1-48"0 7.01 R STA. 14+48.62, 19.82' RT 'WETLAND,� 206 .�."•�..� P1 W 24 L.F. 6"0 sS�- 4 WATER MAIN ExIsrlNc -/// GAS 326.0 324 L.F.; 8"0 S.S PID / 7230200020 HOUSE /17213 PID # 7230200010 FINISHEDFLOOR #17203 g FINISHED FLOOR ELEV. 480± TRACT E / PROJECTWETLAND` BOUNDARY - P3 50' S.D. VAULT WE LAND BUFFER \ _ T -I .� MAINTAIN 5'J SEPERATION BETWEEN SEWER & GAS MAIN PID / 7230200030 VACANT LOT 30.2 29- LF., - 8"0 S.S PID f 7230200040 VACANT LOT S.S.M.H. /HII TYPE 1-48"0 STA. 17+74.63, 19.58 RT. SE 140TH ST 3 r]N a rN M a0 �Itq s ,'ia �I0D �ilh a0 .17 - .a n a �11M �'It0 �Iro �'la ala 3.�i'0 ��Go Lv.T O .IaO N -. o,,o Cd',a0 °�,,a0 min 6Y 0 �pN N . co r m p7m co ^ r nN r t` r �If 10 co n r nto 4Q co n r 19 UD co ^ r s a 0 a)to In ^ r s a ��O m ]0 ^ r s a I � � ROAD A Hz H SEE SHEET SS -01 q INT'X STA. 19+93.97, SE 140TH ST Se 1 N - STA. 100+00,.00, ROAD "A"Li n TRACTFi 01 DRDRAI AG I t� 0 FA 11LITY F- �I i t 86 I 85 O p wnoao ------------O I r I 40N KEY MAP .- W NOT TO SCALE F N= g U) m �T--� N � - - --- - 216.7 EXISTING -- - -- lJ.l 1" Z 8"0 S.S NATER PROPOSED 360.T Z Yo C EDGE OF PID / 7230200060 PAVEMENT 8"0 S.S = {1J N iO7 VACANT LOT PID 1117230200080 PID 111 7230200090 V% z m HOUSE #17261 HOUSE #17467 FINISHED FLOOR FINISHED FLOOR Q W a ELEV. 482± ELEV. 484± w S.S.M.H. /112-07, TYPE TI -48" S.S.M.H. #H2-0@ TYPE 1-48" STA. 17+73.60, 10.62' LT. STA. 19+89.70, 8.76' LT. ri mi a r]N a rN M a0 �Itq s ,'ia �I0D �ilh a0 .17 - .a n a �11M �'It0 �Iro �'la ala 3.�i'0 ��Go Lv.T O .IaO N -. o,,o Cd',a0 °�,,a0 min Nlm 1� rola �^ �pN N . co r m p7m co ^ r nN r t` r �If 10 co n r nto 4Q co n r 19 UD co ^ r s a 0 a)to In ^ r s a ��O m ]0 ^ r s a �lSl ��h _:CD X07 ,_aD al m ''.M m O tD ro',o m �',I,j ,�,m 01 r Hao �',� � ro,� m.,ap m s `` a''..00 �''a ...Go �. 58, SE 140TH ST STA. 10+98'20, SE 140 H ST INT';X STA. 14+90.00, SE 140TH ST INT' STA. 19+93.97, SE 140TH ST = . BEGIN IMPROVEMENTS - 'STA. 36+53. 6, 172ND AVE SE = A. 100+00. 0, ROAD A"' PVI ELEV = 484.37 - 5.33 12+00 FINISHED GRAD ELEV ® IPNV.STA479.1317 - -- -_ -- --- FINISHED GRADE�LEV ®INT =483.21 AD .96 LEV 0 INT. - 485.46 ELEV _--- 75 L.P. ELEV 478.97 H.P. ELEV 479-42 L.P. E 478.55 - K 28. .73 PVA.D.TA = 6 li -= ELEV 479.94 L.P. STA - 5+00.53 H.P. STA 15+95.27 L.P. STA 17+4922 50.00' VC -. PVI D -1.50 - -- -- - - [A.D. - 1.50 VFST� + A It,+95-2 PW -STA - 1-T 5S" STA - 18+54.71 - - K 50.00 K = 50.00 PVI ELEV = 478.76 PVI ELEV 479.51 PVI ELEV� 478.36 PVI ELEV = 479.22 - 75.04' VC VI., 75.00' VC A.D. = 1.74 A.D. _ L-1.47 A.D. LLLLLL 1.59 A.D. = 2.0114: cq' m r. K = 5 .61 K = 3,3.98 K = 63.02 K = 24.89 fO a' 1 100.00' VC 50.00' VC 100.' 0' VC 50. 0' VC + + m - --- - Q Q i,10 1 N 0 N N W .. O O p, N t0 aD O + m N x V) N W '., N 60 W O �_ N 60 00 1 + W O a i� - J i a, a a 10 r N M (V M O^ U0 Y^ a O er N _..� J U T U + W W --� - N 1, N I, } + 4M0 ++ N a1 n r EO 00 �j, N J U W -- a W J rn rn rn a, PROPOSED GRADE U -� O J U U W -_- _ _ - �:.1 •ice �..-� - W W W -- ORIGINAL + _ - I 360. DR_ GROUND F L. 3 SLC 8DR 35_ S_ 2.18% S S. ®� s 6" 5 N - - . 4.27 S. ® i ,59.4 369- L. 8"0 PVC $DR -35 S.S. 0 S --9: 49Y5 26.0 3?4 L F., 8"0 PVC SDR -35 S.S ®S__.-_._3535 -9,400 16.1 302 L.F., to+ ww o w 8"0 VC SDR -35 S.S. RIM - _-- - m - +¢ mQ -- ® 5--030% RIM H. H2-07 TYPE 1-48" _ R'S. M.H. #H2-08. TYPE 1-148" I.E. OUT = 8'0 466.4$ W) _-- x x x x I.E. OUT = 8"0 469.6 S) --1 1 E IN #7d-:9� 8 i5. (E --_---- I.E. I = 466.66 8'0 466.54 (E M a e a_ I.E. IN = 469.99; 8'0 469.74 (E I. "0 474 E. OUT - '4�1'>-.86, 8"0 4714.46 �W) RIM = RIM T - •' I. IN 474:52, 8"0 (N) w WILL! LI IM 1-04 TYPE 1-48" _ S.S.M.H. #H2-05. TYPE 1-48' S.S.M.H. H2-06 TYPE 1-48" 85 E NH= -16$-i8; 8"0 461 .95 (SE E. IN 8 0 8.21 (E I.E. IN = 469.78, 8"0 469.58 �(N .E. OUT = 4I68-+8; 8"0 4j67.76 (W� LE. OUT - 1G*28; 8 0 468.06 (NW) I.E. UT = 8"0 469.3$ 8W) 1 00 PVC DR� 35 S.S. GAS CROSS NG 0 S=0.49 0.53% APPROX. 4DEEP 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 7ESM ONSULTING ENGINEERS LLC y %' c m, v.n wv,amu ,nl wm vym/,o YFRaCA: µpq ,yam ' �°"°""'�/'°" CITY OF .IW em Awaue scum I 0 I ® I �y 3 1ST REVISION ESM 09/10/13 1 �.� �% WARNING: �f/ - emlway. WA 98m3 w ; �� 4 REVISED MYLAR SUBMITTAL ESM 09/19/13 e� R E N TO N THE UTILITY LOCATIONS SHOWN civil.com sa33a 5 AS13UILT SUBMITTAL ESM 2s/x4/14 ARE APPROXIMATE ONLY. DEPTH pmug1,"ay '"m I e"mcRa°e"�Oew w,e s G757E� 6 ASBUILT MYLAR ESM 07/16/14 d � I DATUM Planning/Building/Public Works Dept. UNKNOWN. CALL 1-800-424-5555.OB #1352-006-007 �(�'/y NO. REVISION BY DATE APPRN. SCALE:1'-so HOR17 1"=10' VERT. 50 25 0 50 100 S=362169 NOTES: I - 510 1. EXISTING UTILITIES ARE SURFACE ? LOCATED ONLY. CONTRACTOR TO VERIFY I > LOCATION AND ELEVATION PRIOR TO o CONSTRUCTION. j i s 2. FOR TRENCH SECTION SHEET DT -01. 1 '� 500 3 v 3. FOR SIDE SEWER CONNECTIONS SEE SIDE > O O SEWER CONNECTION DETAIL SHEET o G X21 a I SS -09. SEWER STUBS TO THE o PROPERTY UNE SHALL BE 6 -INCH ® 2X 3 -•1 490 SLOPE FROM MAIN TO RIGHT-OF-WAY r F 1 + THEN UP TO SEWER STUB ELEVATION I a W � W UNLESS OTHERWISE NOTED. k N= 04. MANHOLES LOCATED IN DRIVEWAY I z N 480 N � APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN I z UNIMPROVED AREAS ARE TO BE SET A LLJZ MINIMUM OF 6' AND A MAXIMUM OF 12" I -- ABOVE FINISH GRADE, OR MUST HAVE J 2'DIA. CONCRETE RING POURED AT _ 470 = W GRADE. WHERE MANHOLES LOCATED IN U (IT PAVED AREAS, COVER MUST SLOPE IN QW ALL DIRECTIONS TO MATCH PAVING. �W In NOTE: 460 SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT 450 AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS n TcO Y g HERITAGE PLAT SANITARY SEWER EXTENSION PHASE 2 SE 140TH ST PLAN AND PROFILE: STA. 10+00.00 TO STA. 21+50.00 RIM SS -06 10 X15 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 7ESM ONSULTING ENGINEERS LLC y %' c m, v.n wv,amu ,nl wm vym/,o YFRaCA: µpq ,yam ' �°"°""'�/'°" CITY OF .IW em Awaue scum I 0 I ® I �y 3 1ST REVISION ESM 09/10/13 1 �.� �% WARNING: �f/ - emlway. WA 98m3 w ; �� 4 REVISED MYLAR SUBMITTAL ESM 09/19/13 e� R E N TO N THE UTILITY LOCATIONS SHOWN civil.com sa33a 5 AS13UILT SUBMITTAL ESM 2s/x4/14 ARE APPROXIMATE ONLY. DEPTH pmug1,"ay '"m I e"mcRa°e"�Oew w,e s G757E� 6 ASBUILT MYLAR ESM 07/16/14 d � I DATUM Planning/Building/Public Works Dept. UNKNOWN. CALL 1-800-424-5555.OB #1352-006-007 �(�'/y NO. REVISION BY DATE APPRN. SCALE:1'-so HOR17 1"=10' VERT. 50 25 0 50 100 S=362169 NOTES: I - 510 1. EXISTING UTILITIES ARE SURFACE ? LOCATED ONLY. CONTRACTOR TO VERIFY I > LOCATION AND ELEVATION PRIOR TO o CONSTRUCTION. j i s 2. FOR TRENCH SECTION SHEET DT -01. 1 '� 500 3 v 3. FOR SIDE SEWER CONNECTIONS SEE SIDE > O O SEWER CONNECTION DETAIL SHEET o G X21 a I SS -09. SEWER STUBS TO THE o PROPERTY UNE SHALL BE 6 -INCH ® 2X 3 -•1 490 SLOPE FROM MAIN TO RIGHT-OF-WAY r F 1 + THEN UP TO SEWER STUB ELEVATION I a W � W UNLESS OTHERWISE NOTED. k N= 04. MANHOLES LOCATED IN DRIVEWAY I z N 480 N � APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN I z UNIMPROVED AREAS ARE TO BE SET A LLJZ MINIMUM OF 6' AND A MAXIMUM OF 12" I -- ABOVE FINISH GRADE, OR MUST HAVE J 2'DIA. CONCRETE RING POURED AT _ 470 = W GRADE. WHERE MANHOLES LOCATED IN U (IT PAVED AREAS, COVER MUST SLOPE IN QW ALL DIRECTIONS TO MATCH PAVING. �W In NOTE: 460 SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT 450 AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS n TcO Y g HERITAGE PLAT SANITARY SEWER EXTENSION PHASE 2 SE 140TH ST PLAN AND PROFILE: STA. 10+00.00 TO STA. 21+50.00 RIM SS -06 10 X15 SCALE:1'-so HOR17 1"=10' VERT. 50 25 0 50 100 S=362169 NOTES: I - 510 1. EXISTING UTILITIES ARE SURFACE ? LOCATED ONLY. CONTRACTOR TO VERIFY I > LOCATION AND ELEVATION PRIOR TO o CONSTRUCTION. j i s 2. FOR TRENCH SECTION SHEET DT -01. 1 '� 500 3 v 3. FOR SIDE SEWER CONNECTIONS SEE SIDE > O O SEWER CONNECTION DETAIL SHEET o G X21 a I SS -09. SEWER STUBS TO THE o PROPERTY UNE SHALL BE 6 -INCH ® 2X 3 -•1 490 SLOPE FROM MAIN TO RIGHT-OF-WAY r F 1 + THEN UP TO SEWER STUB ELEVATION I a W � W UNLESS OTHERWISE NOTED. k N= 04. MANHOLES LOCATED IN DRIVEWAY I z N 480 N � APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN I z UNIMPROVED AREAS ARE TO BE SET A LLJZ MINIMUM OF 6' AND A MAXIMUM OF 12" I -- ABOVE FINISH GRADE, OR MUST HAVE J 2'DIA. CONCRETE RING POURED AT _ 470 = W GRADE. WHERE MANHOLES LOCATED IN U (IT PAVED AREAS, COVER MUST SLOPE IN QW ALL DIRECTIONS TO MATCH PAVING. �W In NOTE: 460 SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT 450 AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS n TcO Y g HERITAGE PLAT SANITARY SEWER EXTENSION PHASE 2 SE 140TH ST PLAN AND PROFILE: STA. 10+00.00 TO STA. 21+50.00 RIM SS -06 10 X15