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HomeMy WebLinkAboutS-404101W% T MATCH LINE I I i i \ STA. 23+25 \ I � •'•'� I I I I I I o f = I r EX. WATER METER & IRR. BOX TO REMAIN 12" CONC CULVERT (REM.) I LI1 ' I.E.=382.40' __ I I I r- =_ I o I BLOCK WALL TAX PARCEL ' Ir J 0087000275 I ' LOT 12 .01 17024 106TH GRAVEL AVE SE DRIVEWAY TAX PARCEL I I i I \ o \` 12" CONC CULVERT (REM.) 10087000213 :: : c :::::: I I \ LE.=381.32 17029 106TH A VE SE 12" CPP CULVERT (REM.) SAYER MANHOLE \ J -It�1 B I I LE.=380.70' RIM EL=382.32 (S) 12" PVC LE.=367.30 1 I I I NEW 8" PVC (N)=367.40 3 I i CONC. WALL TO REMAIN -OH SOH 'pH [_-pH ba\\ QHI I I EX. PP TAX PARCEL I TO REMAIN #0087000283 TAX PARCEL I 1\ 1 1 EX. WATERMETER #0087000215 i I I j j I ` r TO REMAIN III I 0 17030 106TH N i i i y AVE SE GAS PAINT I - - �- I i = i 61 DRIVEWAY LINE I I I\ t o I I I I I I I I oy I I j 11 I \ I I `\ o \ I I ` ILnI--- -- I GRAVEL Y I I 11 oy EDGE I 11 CONC. WALE L 0 ASPHALT ` I /V i io l oy\ 12" CONC. CULVERT (REM.) I I I I IE=378.25' TAX PARCEL WEX. WA #0087000214 44 I I I i METER TOR Q m N 3 I j REMAIN I I I �= i TAX PARCEL 10526 SE I I I N i �I I #0087000280 172ND ST. 0 i i I I LOT 12 10 11 17034 106TH AVE SE EX. CATCH BASIN I \ 1 RIM=376.51' EX.IE=374.61'(NE,18"CUP) _X.IE=374.41'(SW,12"CONC) N 374.59'(N,121CPE) I I I I TRIFY LOCATION & INVERT I I zo II i I l EX. CULVERT (REMAIN) \ IE=374.58'(18"CONC) l \ I EX. PP = TO REMAIN \ I I I I o I CULVERT TO REMAIN ly I IE=375.56'(18"CONC) J OFt OH N OH I OHL OH \�\OH OH _ _ QJi I Gi - I _r I JND SED ENT ACK 58.68(R2) SSMH RIM=374.93' IE=357.86'(N,12"PVC) IE=357.91'(E,12"PVC) IE=357.81'(W,12"PVC) Know what's below. Call before you dig. I N ' I n -s[ �sD - D SP - (A S 83)7" 5" W 661.35(P) 661.23(R2) - 719.9jI'Ah .19.94(R3) S 17 2 N D ST I 1 �\ o PUBLIC - -s- -s-s---��-- \ I D. WASCG 39374 ° is SSjONAL� r � V/ ' I � I I I TAX PARCEL #0087000194 I Iro� i TAX PARCEL o I #0087000260 17013 106TH \\`\ , I �- , I LOT 9 A VE SE I ALL POWER LINES TO BE UNDERGROUND ALONG 17006 106TH THE PLAT OF x I LOT 18 I FRONTAGE AND WITHIN PLAT PER UTILITY AVE SE ` COMPANY STANDARDS. DESIGN BY OTHERS AKER S FARMS N0. 5 WOOD WALL LIES LINE BLOCK 4 LOT 9 NORTH OF PROP. LINE MH 1360-2 48"0 `�\\ ti ' `�\ l .� \ VOLUME 40 OF PLATS, PAGE 27 FOUND IRON RIM=401.21 i i o I I r ` f x PE 0.80' IE=386.21 I + j I w J (CEN CHN) : I, ,� o I I d \ �� L \\ S 88'15'11" E 299.62'(C) 300.00 (P) -- ------ --------------------- --� �/�� --- - ------------I ----- F ---\ o, ::::...I. I.:.:. \ \ - - Ir -�! - \�\ _ -� �\`\ I -- ---- ------------------------------ 406 ----_PROP. OR. _ I I I Lu .9 I a--------- \ -` IA -r- - - - . - - - - - - - - - - :\ :T: " ::. I a \\ �� - ---�---------------------- - FOUND REBAR & I \ - , CAP LS 28238 �0" �::i: / ii :. e I `\\ \\ oo\ �' ------------------------- �. 10.43'N43'WOF W 1 PROP. COR - LOT2 \ ` _ate----------' I \ \. �I: -I:::::::- I �, d°.•I '' e \ 5,100 SF :d in TAX PARCEL I s� -- I , W I .� #0087000265 a I { 1 WW \ LOT 10 TAX PARCEL TAX 008 PARCEL000300 11011 •LOTS LOT 4 LOT 6 I `. 17015 108TH 17019 106 TH ' I ' 1 W= 6, Oi`39� SF 6, 000 SF LOT 5 7, 202 SF I 3 I I .j.:': 1 I Q ♦: I �. I A VE SE 6,556 SF AVE SE CONSTRUCT WATER AND SEWER �o I ° USE EX. WM FOR v WIW W LOT 1. ADJUST PER APPROVED SOOS CREEK --___ ; ,1 - LOT 17 ;u::. AS NECESSARY LOT 1 \� WATER AND SEWER ::::: 1 N �% CONSTRUCTION PLANS. ' • �f I _ �l \ MA y I � :a l 'rPVC SIDE - SE!K SL=an2MIN. `�... 3/4"WATER a ----- - ---- / ' I d TYP �.\. SERVICE rYP t ; ':-Ta i�-----------� - TAX PARCEL I I '9a ° d- a\ \ " #0087000298 6 a a. ° n e �l ' D SD 2 BLOWOFF WWW .ARE 1-IYL�R*L W W W " "' W W W W W W W _- O d d 'd Y d R O \ 17019 108 TH W W W W W W W •Y W W W W W a EDUCER d AVE SE ... W W W I all I \ W W W W W W W W W W W W W W W a �� W \ W = 243'-4" DIP, CL 52 S 170TH PL o0_-- - --- -__ _ W � 267 - 8" PVC ®SL=0.024 - �- J I _ R/M=393.18 � ,J- -- 55 - 8" PV S �SL=0.1162 ss Ss-�- 12+00 ,' IE=378.18 I I I �' Ss , - I ss 13+00 ` MH 1360-4 4870 (CEN. CHN) I I: oN : :: i I � ` ,' - ss I W ' sD / ss RIM=397.90 W Wp _SD I IE=390.98 ' ' -,.: I .. �• W W q • " • Q. � - W W �. - ° (CEN.CHN) I ��� : ,, \ W W W W W W J✓ / W W W W W W W � - W ��J,'�����''�����/\�J�/�J/\��� W W W W /'d W W W � W W W W W W W W d. . O. •v •v N.- We. W e W..G We W.a .W :a WWW W o -.<'.. .. W W W WIW W. W W l 1 e\ d odic a W W e W W W W W rl ✓ / (� '\ % ` G G o: ./ ___ d d\ "a d a. .. a - W W W W W W W W W I W W W W j W T EX. 12" C C VERT (REM.) ::.�. ::: �� T LE.=391.89' ,� : I:�.'' W v�i \ i . -- a ' I EX. 12" CONC CULVERT (REM. I i = W ' " \ I \ \ MH 1360-3, 48">n d `\ ° �" 3'XI CONCRETE PADI SD I.E.=390.71' I I ::: W I \ RIM=394.67 , a \ = OR STREET LIGHT I I W \ IE=384.57 1 d ' a ° POLE BASE. SEE I W W I \ a° _ ' a ILLUMINATION PLAN � I \\\ I \ (CEN. CHN) W W W `\ 1 1\ \�I ' BY OTHERS (SHEETSII e �o I �+�: I W W W I \ LOT 111 , 1 12 & 13) (TIP) I I N I. o: :::: a 3 I I 'I d�' `\ 1 1 I UNDERGROUND ALL DRY t:�:{: ";�: I W \ o \ I 5,100 SF 1 1 ' I UTILITIES PER CITY & ' " \ 1 FRANCHISE REQUIREMENTS TAX PARCEL & RECOMMENDATONS I I TAX PARCEL #0087000203 I #0087000295 ,I. ' LOT 16 I \ 4SEEX. WMFOR `\ �' , 50T10 / LOT \`� qOT 11. ADJUST ` . L , 708 SF 1 , 17023 108 TH ®� :: k \ 5,7091SF _--' S,710 SF LOT 7 I� 17023 106 TH, i I : ' ' W w W L I S NECESSARY ��� ; - 7, 394 SF ' AVE SE AVE SE ::I "a::: I, IWwWW \ / . 1 C-. I I I I d \\ .\ ,. , TAB PARCEL \ / W--I 1 - 0087000270 I , W d v, LOT 11 30, 22 F (EIE 110 VO UM -- :::��:. 1 , CF (WA R UAL TY OLU GRAPHIC SCALE SCALE: 1 - 20 \ SO p c m �: j I 1 / s SD - SD- LSD ----- SD SD L�0,0 �. FOUND REBAR & CAP LS { : , O SD , - SD ��� COR.37 0.4' N13'W OF PROP. I K J THE PLAT OF ' / . Doti I 17024 106TH ,- S 88'13'37" E (C) 300.00(P) CHAINLINK FENCE RUNS AKER S FARMS NO. LOT 12 299.77' Q {. %. f : : I :::::: \ I ALL POWER LINE TO BE UNDERGROUND ALONG AVE SE BLOCK 4 ALONG PROP. LINE :: : I / , i I I FRONTATE AND THIN PLAT PER UTILITY VOLUME 40 OF PLATS, PAGE 27 COMPANY STANDARDS. DESIGN BY OTHERS A_7 -404101 W-404101 Iy , NOTE: TAX PARCEL 00870002131 ' ' ' THESE PLANS ARE FOR REFERENCE ONLY. I N COMPLIANCE WITH CITY O F RENTON STANDARDS # � ' � � � � ' � REFER TO APPROVED SOOS CREEK WATER AND SEWER PLANS FOR CONSTRUCTION. MATCH Ll ' 1 1 = ' I \ DEVELOPMENT ENGINEERING N O O STA. 23+ 5Michael Sippo 06/22/2023 p ::�:G::�:�:�:��� I I I I •►� IVIL1700 NW GILMAN BLVD, STE 200 ISSAQUAH, WA 98027 PHONE: (425) 821-5038 5 PER CITY OF RENTON COMMENTS 4 PER CITY OF RENTON COMMENTS 3 PER CITY OF RENTON COMMENTS 2 PER CITY OF RENTON COMMENTS 1 CONSTRUCTION PLAN SET NO.1 REVISION TLK 1-6-2023 NEM SURVEYED: TLK 9-JO-22 NEM DESIGNED: NEM KAL 5-18-21 KAL KAL 6-17-19 KAL DRAWN. TLK KAL 9-24-18 KAL CHECKED: NEM BY DATE AP P R I APPROVED: NEM SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF RENTON Planning/Building/Public Works Dept. Renton Subdivision 17018 & 17022106th Avenue SE Renton, WA 98055 WASTEWATER & WATER UTILITYPLAN DATE: 1-6-2023 FIELDBOOK: O PAGE: N DRAWING NO: W SHEET: 5 OF, 1