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HomeMy WebLinkAboutzS-3370Set17 r: ° PLAT OF 'CHERIE LANE II ILUA \ 05-1471 M o I~- N $ ° zo SCALE 1 " = 20' o A PORTION OF THE SW 1%4 OF SEG. 29 TWP 23N., RGE. 5E3 W.M. CITY OF RENTON Z 2g 20' 0 10' 20' 40' CONTROL POINT w 0 (n #895, OSE RC EDNFOR N wo CITY OF RENTON, KING COUNTY, 'WASHINGTON HELD LOCATION PER w o 11 W REF. 1, C, ° :4- I LLJ a- I 17111 0 Z O E)- Cn I, i:. ` 1 `\ ` \ 'I - - --.� �' - _ N89'16'32 "E 2658.10 i 29 Q W = \ _ ` _ - - �_ N89'16'32" IE - - CATEGORY 2 - - 28 30 \ \ -\\ - TRACT B EX. M. I 2630.68111 a!vvv l WETLAND 4,434 SF BUFFER 2E975 SF _j / 29 F \ \\ ` TES: T (ONSITE) z 8,. 1N o A. 'W 4C ''`, (NATIVE GROWTH PROTECt NI EASEMENT) RIM '2 9 74 ' \\ \ \ e t,VE` , ! LRx }, !, LLJ o \ = ) \ L� ND ..A.. g W STa 6+' 28 - ro "\ ry • I '199 72TR CHN'I_ 1 -8 VERTICAL CRUD x i W W U SEE CITY OF RENTON JETAIL 9 ., G`F' Cr BT c11 OF 2 ! _ \ \ ' - TaL ��� 409.30' I ' i II I'� :.. -J�rdv \..., PRSTA: \'�tD26'0 \SANITARY SEWER _ T. - Ed \ -- - SLOPE\2007 IN. 1 NW -. Q _ � ' � � _ _ �_S 4T �,W - -� 1- H FXA C64Jd TYPE Aom t - - -- - - - -- --- -- - - -- - - - -_'1 - -- J - - - -- -- - - -- r \ - - - -- Q - -- -L - -- i -- {' - - -- -- - E- Cn Rik! 786. 6 - I _ �. - fi -' -- - -- -- ---- -- \ �.� - - -. -_- -_ - _ sa g E'IE S 17756 �F I i �" °-- - - -- - -- -- -- _ - - - -- -- ;� - - - - -- - - --r - ,,- -- - - - 7 _ �/ O 8 "IEL.= 177.68 �rl \, `\ ! / _ I -- 11 - er--- - --It- - - - - �. - - -- - -- _ - -. _- - _... _ -.- -- - -- - -. _.' TYPE 1 CB (SOLID LID) -- �- - \- -- - -- - -.- 'c -ate 49 - - -::i - - T(I � --- -7- - -- -- --- �I -- - - - - - - - - - - - - - - - - - -- -- -- - -- j'I STA: 6 +3859 219, �T I -- t - - - -- ,: I - -- - -- - -1 - - - - -- -� \ I ".. :\ ~t 70.29',. 22 22a .I� RiM 186.Et �\ 1 - -- `'�----- �-- - - -- - - -- - --' - -- - -. -- I �' �5 % y 68.90''\ TW =210.00 86.73' �,M,N -2n 12 "IE E. 183.1 \� 1 9:42' I 7. 5'6 j 206 210 BW= 206:00 ,.,7,.. a 18' IE S - 1820 > 40.89'. v0 54.00' ! X5#:8 ' ts6 -� O i, I - x' 'o G4 Z. Y 140 LF 80 DI CE 52 WM - 2.37. I �. t, ! M ! I \.. �. � - - - - - I �' nv- 2os:oo - - - TRACT A i1vSICE 1 5 STEEL CASING ' _ _ \ I o \`i 3. STA 5 +35 ?O STA: 6 +60 \ I ><._; ,�t - - ! - - \- - - \ _ - =- ', �. "1= .204:50 a TW= 210.50 -,._ /p.Ni,y -!q v EY '� SS EASELdFVT AFN - t 1 (. - I \ �' \.. I `O _ -� \ l _ - \ Bw 206:50 E_ 9812371919 TO SOOS CREE, I I DE TION \� ANta -2E r 1 \\ m r t--i W - a WATER & SEVER DISTRICT. \ \ TRA T °C. I .I - ) \ PROPOSED 6.0 SANITARY SEWER \ \ �� i... . o \ N T 1�o _.6 �.Q'i rn -, '•, 407 SF SIDE SEWER SERVICE ®2.00% t- to,421 SF I p g E E..` UTILITIES EASEMENT Arrl i, \ I \ �' ! MIN. ---°� 96'1180895 10 THE CITY OF ,� 1 \ 4. \ _ 5 z FF= 219.00 li m PENTON. x ` -� 2� - \ \ I2 .6 \ I. S _ _ 5718 SF ANW .4 ` 5015 SF hi ��aNL' A I' X. 18 "0 SD +4.049- I ... DETE TION I 5086 F 5027 SF \ FF- 205_00 \ - \ I! _ _!T a� - - i , 1 WATE 5073, SF �.. FF 207:00 TW= 208.00 STA: u+i.s ts, '3 �� FF= 195.50 FF 198.00 _ \ PATCH 1ST AS\OHALT COARSE -� a o (CITY Cr - EtiTON) 15.00 t 1. OUA; \ t \ CB#2, TYPE 1 BW= 204.50 ` THREE CAR GARAGE ! RIM= 202.2 ',I \ FF 193:00' \ \ (CHEj21Ft LANE 1 T04APPLY FINAL ^� {. ;I! a EX 8 "o SS Lax5.58% - \ I I WETV ULT � AN X56. / - -EX SSMH 1025 7, TY 1 48 "m: �.� STA: 2 +91.29, 17.22' RT '\ \ 5 IE= 219.4 12'm \ \ \ WE'X, COARSE SOUTH 28 FT. - (SDOS CREEK N & SS DISTRICT) \ I It \. x\ CBI, TYPE 1. ` \ STA .'4+33.29, 5:2� P,T %'0 DOMESTIC WATER, SE'R \VICE -� RIM= 199.14 �\ I � PORCH jII - CEMENT CONCRETE CURB GUTTER 117 5 +08:35, 17.22' RT i ` RIM ±190.51 TYPICAL)... \ \ lE= 194 89 -6 "0 IN (N) �y - _ & SIDEWALK, r '\ ` l ANW'4E S Ic.. {q5)- 18020 \ E DETAIL ShY"t\C -I1. \� = 19439 t2_m OUT (W) L - _ _ _ _ - - - - - _ / i RIM�186.8,6 () ) I\\\ ;.\ c � r,,` •o SEE DETAIL SPITS C -7 & C -8. T /I �-- -j8 LF{ 18286 12 "m'.. IN E �'IE 18010 \ \ \ AN VV h - STA +3060 - I t IE= 182.86 12 "0 OUT'\(N) \ I W AND ' I \ o -80 ;EE lFL.,FL) \ �. ,I ' \� TW 207.00 ` I T TO BE RE �p - { _� �\ BW- 206.00 ,� _F ( . 1 -8 0 VE TICAL TEE V ��.: { : ti a V �� ,.� 7W .,.'`� `.9.56' _ s \ \ __ - _ _ - . 108.99 / B,,.� 55 0 1 53.00..'. ­8"0 GATE VALVES (TL,EiJj � ' '\ -_ _ ..° _ - - -- .... - -- -- - - _- - _ - � >.r I 64.00 ) - -:... 0 49 :38' \ _ - -- - -� - --- 08 '� -CONCr cTETE RUST LBLOCK -- - -- - - -- - - -- -- - - -- -- W �s -- --- - - - - -- 1 o - - - -1 - n I I 0 _ -STA: 0 +65 1 - I r - SSTT-A:: 1 +19- - - - I 2 +00 \ 11 I _ `` _ _. ------------ - - - --- ! / :� `\ - 4+oD -- - -- - - - -- ---1- I -�- I - \I- _. - -. .t -- - - -- -- - - -- .._ I I ' -- -T_ _ --._ _.. _try co) y 00 -\ STA: 1 +72 ° -- T - ,J ti J - -- STA: 0 +45 I E - V -- -- -- -- - -- -- - -r- I � S. 34TH PL. -_ -_- _ - I EX SSMH 668 -4, TYPF ' 4';'•e; � ,� I; I Iy -� \ - - - _ . - - -- -__� �� ._ - - -- -� --- `� - _ _ .✓ I .,TA: 5 +23.91, 3.50' t RIM 181.40 - _� - it 1 \' �\� �� I/ I, _ ' -- - --- --- ° - AVEME T .. 8'IE N. &E- 170.37 �.. _ 222 LF 12'0 SO 0 5.197_L PE -- NEW ASPHALT R, 3 1 1 u 1 \ EX. CB 14, TYPE 7 SECTION -, r 8.V �__ '^ - . C . 5, PE 48 0 ST AT,t. 4 +43.25 r<- - 1 d IE N i0.2S 1 �, I r 8 DI I _- / i\ 1 CB 16''vYFE 48' - - - - -- -- " -- -- SEED ETAIL SHT',C -7. STA. 3)'714'!, IT ,',) `-- - �/ W6J- - -�'�. LOCKING UD-\ '�- A. 4710, 12.35' LT. STA 2 +49, 13 7, t`;, iA. 2r 5.;. 4.0(� 1 I J -I RIM 19'.53 I 1 -8 "0 90' 9END FLrFL)r RIM 201.92 \ +� ' w!!I I \ •..',i, RIM '81.63 j 011 L, KII�. LID I, ,. , :, ( ) \ 1984_ 6 Uli ti tv.� 9(4.710 :..�h(..y a 5 188.96, 6'0 2-ADAPTERS ELe64J it ?„ - o_ Il 171 8 -. 12 0 (N)'j J I RIM 7. 0 IE 179.66, 12 0 I ! -8 0 GA TE rALVc FLxMJ \ 1 2 o E197.3,; 0 ! StA: 5 +1%+.67, 18'RI s'u,H PL S. IL 177. 0, 12 "0 (E) X. I 1 1.7108(1, 17 "P I t -CONC TRUST BLOCK ( ti j j N ! •<JD CURS, GUTTER & SIDEWALK. I 167 "0, 18'm 'W " - -- -STA: 4+43 -3, 354 RT w u q: ) IE 17480, 1 °0, LCPE II T CUT EX 8 0 PPE AS J FSSHP;.?' 1 E im.3o a,s, PVC CHERIE LANE REMOVE BLOW OEr As I ." `' SALVAGE Tu CITY 0 PEN 'jOY Ah CITY OF RENTON It CONTROL POINT 1 w //1866( FOUND CONCRETE SANITARY SEWER SERVICE PLAN _ 29 MONUMENT wires SCALE: HORZ: 1 "= 20' - N86°50'15 "E - _ - 32 WALDORF PLUG 2645.10 DN. 0.4' IN 29 - - _ _ ON 10-3T CASE _ 30 - - 31 32 0 to 3.41, SCIMEM & _ BENCHMARK VERTICAL DATUM NOTES D71* ARWAsmAms, mic 4� a oF.� � GYL N & PMNW MANAGO R 3" BRASS DISC IN SIDEWALK ® THE SW CORNER CITY OF RENTON, NAVD 88 1. SODS CREEK WATER & SEWER DISTRICT WILL NOT REQUIRE SANITARY SEWER ��a tws souTM 1" stag F- (.V) 8167700 180TH AVE. SE & 176TH ST. KING CO. BM F -BA, EXTENSION DESIGN DOCUMENTS TO BE PREPARED FOR THIS PROJECT. THEREFORE WE CHECKED FOR COMPLIANCE "°°�`"Y" �°°' Ah (2.V) 811 AKA C.O.R. CONTROL PT #2139. ARE PROVIDING THIS SHEET AS A SANITARY SEWER SIDE SERVICE PLAN FOR PURPOSE TO CITY STANDARDS 32220 ELEVATION = 40D.97 OF THE CONTRACTOR IN OBTAINING THE NECESSARY INDIVIDUAL SIDE SEWER SERVICE BEFORE 48 HOURSr, ANITARY SEWER SERVICE PLAN SW QUARTER SECTION 29/32 PERMITS AND CITY OF RENTON RIGHT -OF -WAY PERMIT. BEFORE YOU DIG Date loxnt. •off HT C -9 Of 12 w = ° N 165409.225 (FT) = C.O.R. N 50416.73 (M) 1- 800 -424 -5555 pate mum os /2o /oa E 1303021.403 (FT) = C.O.R. E 397160.91 (M) T s Z C615- 337001 AM 11140 0 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. 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