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HomeMy WebLinkAboutS-3370020 o cn co cq DE TI r,r) a C) z 0 Lo 04 °0) 1 0 T -C- 407 SF 0 In DETE EL WAT n Y WETV ULT 0 n c/) INSIDE 16"0 STEEL CASING n S_jA: 5+30.60 < n STA: 5+35 10 STA: 5+60 z m PO 0 hoo- EX. '153 SS EASEMENT AFN LLJ ,,DETAIL B11/4) Lli (W Cn Z ry I w LLI WATER 9c SEWER DISTRICT. 1-8i10 ADAPTER (FLxMJ) LLJ L0 Fy 0 V) -CONCRETE T TRUST BLOCK =uj < n o zu :1 00 _j AFN E!j5$i Z� — — - 0 T 96111180895 K) THE CITY OF r1r) w RENTON. IL o< (� N89 °16'32' 30 2630.68 7� 29 A N'01 I 3C ANW ANW 2C \ \ A 97\\ �i TRACT B Fx, s M I TEST PIT 0 oc) RIM �1�9.74 0 ANW 4C CHERIE LANE� 11 IN 01 (NATIVE GROWTH PROTECTI' EASEMEN 8 s" OUT A 0) S,T1_1: 6+/1,28— 00 9 R C H Ni \ t, ANW 1C 1 19 .72 1-8" VERTICAL CROSS FOR POLYPIGGING kT N,;`,,/ 14 C SEE CITY 0, RENTON DETAIL 3114 SHT C11 OF 12 AnQ 30' EX. SSMI­4 ' TYPE 1 48"0 !A: 6--43.63, 6,15' RT RIM 1,86,76 TIE &= 'S"'IE 'E= 17-7,68 Ir'f'PE 1 CB \OLID 'LID) STA: 6-7,38.59 2.19' RT RIM 18�,, 2"!E x O to 0 7� m ZD CD CQ 0 -0 DE TI TIN 18IE -1844 T -C- 407 SF DETE TION WAT 140 '_r 8 "0 Di CL 52 W M Y WETV ULT o 0 INSIDE 16"0 STEEL CASING S_jA: 5+30.60 E-4 STA: 5+35 10 STA: 5+60 1-80 TEE (,FLxF[-) 0 EX. '153 SS EASEMENT AFN ,,DETAIL B11/4) 9812311919 TO SOOS CREEK 2-8"0 GATE ',"ALVES (FLxMi) IL WATER 9c SEWER DISTRICT. 1-8i10 ADAPTER (FLxMJ) 0 -_1 -CONCRETE T TRUST BLOCK o zu :1 00 E 5' UTIL.IT17 EASEENT S M AFN E!j5$i Z� — — - T 96111180895 K) THE CITY OF RENTON. c: X. 18`0 SD @1) 4.04%--­, A-04 TY OF REN T ON) 15.0( IL EX 8"0 SS @i5.58% (SOOS CREEK A' & SS DISI _RICT x O to 0 7� m ZD CD CQ 0 -0 20 SCALE 1 20' CITY OF RENTON 29 20' 0 10' 20' 40' CONTROL POINT Lij 0 #895, MONUMENT mi NOT SEARCHED FOR P Lu co N 0!� .7- c� HELD LOCATION PER n - REF. 1, 0 0 ON CATEGORY 2 N89*16',32"E 2658.10 WETLAND 4,434 SF BUFFER 20,975 SF (ONSITE) \,NVb! -3 c ;WETLAND Fv . SSMH "A" A RIM 225,48 8" IN E,N NW -2 8" OUT W 'I-, Ilk I A. 1+82 A N W -�9� PROPOSED 6-0 ANITARY S R SID SEWER S R CE, FAN W - i 0 SIT. 1'_s AN W-1 SLOPE\ 2.00% IN. — 7—— —\—\ —- -- — -- - - - - -- ----- — — — -- -- ------------ 7_777 T_ j — — — — — — — — — -- F 70.29' 6.73 ANW -20 - --------- 6. TW=21 0.00 5. 5 2 BWIO 9.4 54.00' 6 0 x 198 \I DE TI TIN 00- T -C- 407 SF DETE TION WAT QUA[ Y WETV ULT o S_jA: 5+30.60 1-80 TEE (,FLxF[-) 0 1-8"0 VERTICAL TEE ,,DETAIL B11/4) 2-8"0 GATE ',"ALVES (FLxMi) d 1-8i10 ADAPTER (FLxMJ) 0 -CONCRETE T TRUST BLOCK gr zu :1 00 w z 0 E!j5$i Z� — — - 20 SCALE 1 20' CITY OF RENTON 29 20' 0 10' 20' 40' CONTROL POINT Lij 0 #895, MONUMENT mi NOT SEARCHED FOR P Lu co N 0!� .7- c� HELD LOCATION PER n - REF. 1, 0 0 ON CATEGORY 2 N89*16',32"E 2658.10 WETLAND 4,434 SF BUFFER 20,975 SF (ONSITE) \,NVb! -3 c ;WETLAND Fv . SSMH "A" A RIM 225,48 8" IN E,N NW -2 8" OUT W 'I-, Ilk I A. 1+82 A N W -�9� PROPOSED 6-0 ANITARY S R SID SEWER S R CE, FAN W - i 0 SIT. 1'_s AN W-1 SLOPE\ 2.00% IN. — 7—— —\—\ —- -- — -- - - - - -- ----- — — — -- -- ------------ 7_777 T_ j — — — — — — — — — -- F 70.29' 6.73 ANW -20 - --------- 6. TW=21 0.00 5. 5 2 BWIO 9.4 54.00' 6 0 x 198 \I \ i A W4,t- 2 TW=206.0 x B VI 204.50 1 TRACT A TW=210.50 Do BW=206M w\ -213 C14 Q0 ANW N co 9-PROPOSED 15"0 SANITARY SEWER \ -- i` i 18 X A 00 SIDE SEWER SERVICE 0 2.00% X 1 10 S, 5 FF= ANW-1 MIN. 10,421 219.;oo 4 -64 2 W C4 x . r- C) 5718 SF ANW-14 5086 SF M 5 5015 SF WETLAND Ai* C) C-4 5073, SF FF=1 95.50 \FF=201.00 TW=208•00 FF 198.00 CB 2, TYPE 1 PATCH 1ST ASPHALT COARSE FF= 19 '1� 00 1 — BW=204.50 RIE LANE 1 APPLY FINAL THREE CAR GARAGE --EX SSMH 1025-7, TY 1 48"0 //_T-STA: 2+91.29, 17�22' RT (CI N � COARSEI X AN 5B TNb 0 STA: 4+33.29, 5.25' RT : �TH 28 FT. CB�,1, TYPE 1 0 DOMEkIC WATER S;�\\ V1 C E, RIM= Iqq.�4 199,19 7- C.- PO CH 5+08.35, 1, RIM ±1 90.51 "�TYPICAL) IE=-_l 9 & SIDEWALK, I — / 8 IE (E,S\= 11 80.20 SSE DETAIL SI\1 C-11 19 0 OUT (W) I d 61 \CEMENT CONCRETE CURB GUTTER x 4.89 6"0 IN (N) S 22' RT 11 1 - -1 \ "',,< - - ' "', TE-= RIMS I 1 7.56 NNW 4 B �E 1 SEE DETAIL SHTS C-7 & C-8. \ \ \ \ — — — — — x IE= IN\(E) 183,0 TIE S\)= S) '180.10 ANN- 16 IE= 0 OU I\\(N) '183. 1 W AND x A IN 2 55- 0, 1 53.00 74.41' I =00 49 .3 ----------- F _- _ _ -- \ F_ zzl IT; fill t_7 (ZTA* 04-1-r, STA: 0+65 1 1 1 STA: 1+19 An 7- +00 U) I I I — _r -1 __L_ _T 4+00 3-+M 7 II 2 '11p I Q, Z L 7 STA: 1+72 Z v7 It, STA: 0+45 I\ - __B:�w __ �1� L J 7— I 34TH PL. K b — NEW ASPHALT AVEME T X EX SSMH 1025-8. _YPIL 1 \8,, 0 SECTION EX CB 1, TYPE I- ' 1 . I SEED ETAIL SHT C-7. STA. 90 14.77, �5.25' LT. TA: 2-!-411.3t1_ 4.00' RI_ RIM 220.10 IM _120/2.56 /�, c� G IE 216.8 B\,E '4.= `94.00 I 12"o \j EX SSMH 668-4, TYPE 1 48"0 \ \ = �\ �rrrr,r I STA: ik 5+23.91, 3.50' RT RIMI 181.40 IE N&E,= 170.33 8"IE W.= 170.23 E CB 48 8 1_F 8 "0 D1 CL 52 WM u J.uj/. NINO 1 U RII 1 1811,63 yj 3&9�% 1`)" 0 ��ljk 5+141.67, 18'RT H PL S. F1 167 50 12"0 E D CURI], GUTTER & SID AILK. 118"0 (W) z e ` \� `�\ r 1 16 7. 5 30 29 3432 71 0 U) BENCHMARK 3" BRASS DISC IN SIDEWALK @ THE SW CORNER 180TH AVE. SE & 176TH ST. KING CO. BIM F-8A, AKA C.O.R. CONTROL PT #2139. ELEVATION = 400.97 SW QUARTER SECTION 29/32 o1N 165409.225 (FT) C.O.R. N 50416.73 (M) z E 1303021.403 (FT) C.O.R. E 397160.91 (M) L 0 22,2_� 12"0 SID @ 5. PF - ----- 5.35 EX. CB 1 4, T L _v/ 5 D D� E STA, 4+10, 12.35' _T, STA: 4+413.23 STA. 2+49, 13,25 D .61' T RIM 191,53 1-8"0 90' BEND FLxFL) RIM 201.92 S 11) L Q KIN LID !E 188.96, 6"0 2-- ADAPTERS (FLXMUI) IE 198.42, 6"0 RIM 1 66, 12"0 1 -8 "0 GATE VALVE �'F'LxMJ) \�F 197.92, 12"0 \J EX .izI 1 �10 8'-1 12"0 TRUST BLOCK ST "0, LCPE 170.83 -STA: 4-1 415.23, 3.64' IRE '0 PIPE ASINE�ELA 0 CHERIE LAN' IE 11174, PVC CUT EX 8 11 ' 8 R D! ��`IAI gE-F M�Q[1,1161 V 171 �11 SALVAGE TO CITY OR R ION I RI OW OFF ASSFMRII Y RFITAINFD SANITARY SEWER SERVICE PLAN N86'50'1 5"E SCALE: HORZ: 1"= 20 — 2645.10 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date CITY OF RENTON CONTR�01_ POINi� #1866, FOUND CONCRETE MONUMENT WITH 32 ALUUNr l­'LIJU DN. 0.4' IN MONUMENT CASE ON 10-31-97 CB 3, TYP4 1 1 /STA: 0+13113, `3 IRIM= 20�-�l 222 IE= 21974r'10 1 16 LH 1 29 848 TO BE ff ST .91,+ I 9 I + Mitt, 22 Lu > 0 0 < x Lu L Its I\ A4,,!A AS css mocmLkTaE's&, PLLc CIVL ENOWNWO & PROJECT NUAGENE1111IT 1945 SOUTH 375TH STREET Bus: (255) 815-1700 FEDERAL WAY, WA 98003 For (253) 815-1701 bschwelkl0comeastnet ANITARY SEWER SERVICE PLAN HT C-9 OF 12 ffk� MWI MERIN DE TI TIN TRA T -C- 407 SF DETE TION WAT QUA[ Y WETV ULT \ i A W4,t- 2 TW=206.0 x B VI 204.50 1 TRACT A TW=210.50 Do BW=206M w\ -213 C14 Q0 ANW N co 9-PROPOSED 15"0 SANITARY SEWER \ -- i` i 18 X A 00 SIDE SEWER SERVICE 0 2.00% X 1 10 S, 5 FF= ANW-1 MIN. 10,421 219.;oo 4 -64 2 W C4 x . r- C) 5718 SF ANW-14 5086 SF M 5 5015 SF WETLAND Ai* C) C-4 5073, SF FF=1 95.50 \FF=201.00 TW=208•00 FF 198.00 CB 2, TYPE 1 PATCH 1ST ASPHALT COARSE FF= 19 '1� 00 1 — BW=204.50 RIE LANE 1 APPLY FINAL THREE CAR GARAGE --EX SSMH 1025-7, TY 1 48"0 //_T-STA: 2+91.29, 17�22' RT (CI N � COARSEI X AN 5B TNb 0 STA: 4+33.29, 5.25' RT : �TH 28 FT. CB�,1, TYPE 1 0 DOMEkIC WATER S;�\\ V1 C E, RIM= Iqq.�4 199,19 7- C.- PO CH 5+08.35, 1, RIM ±1 90.51 "�TYPICAL) IE=-_l 9 & SIDEWALK, I — / 8 IE (E,S\= 11 80.20 SSE DETAIL SI\1 C-11 19 0 OUT (W) I d 61 \CEMENT CONCRETE CURB GUTTER x 4.89 6"0 IN (N) S 22' RT 11 1 - -1 \ "',,< - - ' "', TE-= RIMS I 1 7.56 NNW 4 B �E 1 SEE DETAIL SHTS C-7 & C-8. \ \ \ \ — — — — — x IE= IN\(E) 183,0 TIE S\)= S) '180.10 ANN- 16 IE= 0 OU I\\(N) '183. 1 W AND x A IN 2 55- 0, 1 53.00 74.41' I =00 49 .3 ----------- F _- _ _ -- \ F_ zzl IT; fill t_7 (ZTA* 04-1-r, STA: 0+65 1 1 1 STA: 1+19 An 7- +00 U) I I I — _r -1 __L_ _T 4+00 3-+M 7 II 2 '11p I Q, Z L 7 STA: 1+72 Z v7 It, STA: 0+45 I\ - __B:�w __ �1� L J 7— I 34TH PL. K b — NEW ASPHALT AVEME T X EX SSMH 1025-8. _YPIL 1 \8,, 0 SECTION EX CB 1, TYPE I- ' 1 . I SEED ETAIL SHT C-7. STA. 90 14.77, �5.25' LT. TA: 2-!-411.3t1_ 4.00' RI_ RIM 220.10 IM _120/2.56 /�, c� G IE 216.8 B\,E '4.= `94.00 I 12"o \j EX SSMH 668-4, TYPE 1 48"0 \ \ = �\ �rrrr,r I STA: ik 5+23.91, 3.50' RT RIMI 181.40 IE N&E,= 170.33 8"IE W.= 170.23 E CB 48 8 1_F 8 "0 D1 CL 52 WM u J.uj/. NINO 1 U RII 1 1811,63 yj 3&9�% 1`)" 0 ��ljk 5+141.67, 18'RT H PL S. F1 167 50 12"0 E D CURI], GUTTER & SID AILK. 118"0 (W) z e ` \� `�\ r 1 16 7. 5 30 29 3432 71 0 U) BENCHMARK 3" BRASS DISC IN SIDEWALK @ THE SW CORNER 180TH AVE. SE & 176TH ST. KING CO. BIM F-8A, AKA C.O.R. CONTROL PT #2139. ELEVATION = 400.97 SW QUARTER SECTION 29/32 o1N 165409.225 (FT) C.O.R. N 50416.73 (M) z E 1303021.403 (FT) C.O.R. E 397160.91 (M) L 0 22,2_� 12"0 SID @ 5. PF - ----- 5.35 EX. CB 1 4, T L _v/ 5 D D� E STA, 4+10, 12.35' _T, STA: 4+413.23 STA. 2+49, 13,25 D .61' T RIM 191,53 1-8"0 90' BEND FLxFL) RIM 201.92 S 11) L Q KIN LID !E 188.96, 6"0 2-- ADAPTERS (FLXMUI) IE 198.42, 6"0 RIM 1 66, 12"0 1 -8 "0 GATE VALVE �'F'LxMJ) \�F 197.92, 12"0 \J EX .izI 1 �10 8'-1 12"0 TRUST BLOCK ST "0, LCPE 170.83 -STA: 4-1 415.23, 3.64' IRE '0 PIPE ASINE�ELA 0 CHERIE LAN' IE 11174, PVC CUT EX 8 11 ' 8 R D! ��`IAI gE-F M�Q[1,1161 V 171 �11 SALVAGE TO CITY OR R ION I RI OW OFF ASSFMRII Y RFITAINFD SANITARY SEWER SERVICE PLAN N86'50'1 5"E SCALE: HORZ: 1"= 20 — 2645.10 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date CITY OF RENTON CONTR�01_ POINi� #1866, FOUND CONCRETE MONUMENT WITH 32 ALUUNr l­'LIJU DN. 0.4' IN MONUMENT CASE ON 10-31-97 CB 3, TYP4 1 1 /STA: 0+13113, `3 IRIM= 20�-�l 222 IE= 21974r'10 1 16 LH 1 29 848 TO BE ff ST .91,+ I 9 I + Mitt, 22 Lu > 0 0 < x Lu L Its I\ A4,,!A AS css mocmLkTaE's&, PLLc CIVL ENOWNWO & PROJECT NUAGENE1111IT 1945 SOUTH 375TH STREET Bus: (255) 815-1700 FEDERAL WAY, WA 98003 For (253) 815-1701 bschwelkl0comeastnet ANITARY SEWER SERVICE PLAN HT C-9 OF 12 ffk� MWI MERIN