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Home My WebLink AboutR-391514N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. 9^I7V tiro 01=AITr)AI (ZTATF nF7 WARHIN(;TnN GWCEPTUAL INF LWARW I SEGMENTAL BLOC( APPROX. LWATON m a TYPE 1 (W. C VWE GRATEII Go IN. TYPE 1 BASIS, CB'S &PIPING RETAINING WALL PER (Y DRNE'WAY ENTRANCE STA 1+2&2Y, 0.0ft 9714 I/Y W STA 0+31.32', QOL z CB RIM 281.92 (T0 BE DE9R&D WRNG MMUFACWREWS (SEE NOTE 2) RNa2p1,y SLOTS) RM* . -. 3 TIE 12- ADS 27872 IF 12' ADS 27&72 FUTURE BUILDING PEAMIT RECCMMENDARW NY�20&SB (COT) STA i+W.T, EILti M.02 (WT) SL011ID GRAM ROI ro GRADE (Oar NmE�- j -_- SOiIPWG APPUCA110N -SEE NOTE 5) (4' MAX HOGGT) APPROx WGNN BAD Qi a0 Y EN1f+MCE s9LIPAININ g cAgG GRATE WTx 1/Y _ IFASIING SEE SID GVADINC OETNL OR LOT1 (SEE NOTE 2) ST 1+3509', 0.1ST. ... 1'■E BLOTS) I I Z .. RM•29252 STA Ok'IOIOM262651 STA. 0+31.20 Rwze&n rrv-zTaeO RIM ro GRADE F ¢ (TTI9 SNEEi) EET) M RIM=2az.12 / 3-3 APPRox LOCATION "� 3' F 12' ADS 274.42 T/W= T W 314 OF EENTRRWEE rr W-302 9' OF!" PVC STORM SEVER J00 (SEE NO Je/W-301 5.1001< W (W 8" PVC S1aM CONNECT PROPOSED 12" STORM SEWER Pm an OF •,..�E�I1�B//W=29 m.�: w"Err -:u✓l �1R 171B ao{L 9.1.Sas \ Tnn_ eon_ ao.. C WATER LX _ Ia10.C10 RENTON ARDIE+TS. _�--W-I O rz ----�rl�„�-�■��_+_- ��:��Ir��l�o -s:_ar �� h� I�� ily.)oil Et 13+GnE- L " 0501 �•I� �a'l1 I i1 �I +1 �� I h� k, I �i AW, 1.67II�2' PAVEMENT PATCA 4 MA 1 ` (kkkk a I� ■---------------- _ �MF•S PxT�� .... ....................... ... .. -. .......................................... .. .. .... 5' CONCRETE .. 299.27 \ 300 00 � � PAQFlIE. ALONE. PRIA ......... ......................... ...I ........ .................. .. ... ...... ........�.�.. .......... ....... ... .PASPNi ....A�. raP WL 295.30 ... ... ..... T MIA CQI9Y .............. ................ .................. ...... ... ... .. .. ... .. .. .. .....0 R iNE 1 ...... ..Lw.ND.oD................................ PVE0+64.55 EL-M" .. ...... .. .. ... .. .. RIP W ... . • .. .. NDL NOW ARN...IGSWYR-VAC ... . .......... L_....... .................... SIA'1+2R•LY.. 1WF.TSIA9.OUT) ... .. ...LR S1A: Dh]AS•A.FL .2820{...... .. ............ ..... 295.61 .i .. ... ............ .PONT PER T. RGAND .... .. PGNT PFA STANDARD ................... .... .. .. .. ... ... \ MAA-0m50 (DUI) .. .... 295 295 �L{_■0 .. 2• BL011'-OFT PEN AK&T AS411BLY PER ... ............... .... .. .. ..... .. .. .... .... ... .. .... ........ - ... PER ' StO. Itlo:i. .. ..... .... .. ST.k ..... o+65RR!.20405. ....... .... ................. ....... .... DRR. 510: SA0.+ ... . .......... .. ...... .. 1.\ ..a. ........ ... .. ..M .. ... ... OF �. ......... ... .. .. .. .. ..... .. �\ �.... .. ... ��... .... QL .. .. .. .. .. ... .... (q. .. .. SDENNx 290 ... ... .... 90 PER C.O.R. +DG.t ��.-..... ETA. e� ..... . „YA1WM PPE 4EFLEGRON PER.MNBPAC9ME0'S ... .. ... ...... .... ..... . Q ....... • e°% 0+"44. 0 Ml RECD METDATRK TV. ........... d$1. .... ... y. ..... ... ..... �.... ...MEr4/P.GE(Wp _zN12at SIT . ....... ....... ... ..... ... . .. .................................................. ..... ..... 41 ..................... .......... ........ � ................ F � I [a2J&12 e-275.tu M 0") I:. .W11EM S.M. 9.1W ................. ........ ......... ......... ....... . .... ...... \N .......................................1A.1.LF.QF 2.ODR 85 G ENTFRL ME Gr 285 .... .. .... .. .. .. ... �� ......... ..... .. I ABERDEEN AVE ..................................................................... ... .... ..... ..... .. .. .. ....... ----' PRrooSi012M LOPE .. .. ................ .. ... .... ....... ..... ........................... .. .. ............. .. ... .. .. ..... .. ............ .. .. ....... ...� S10R1 SE'AIX T ..................... 280BOEI 280 DEPRESSED .... .. G IF WATF1t MAIN ro IX .... EYiMMM.ARE 004ECRGM PER YNAWAQY19RI5 . ............... .. ...... .... W� TS AID CORRECT N ACWIDMCE TRACT "A" ACCESS DRIVE IECGNQDAIN.. 1... .. ........ ... .. .. ... . .. .............. .... REGRB1ENi5 ........... ........ ... HORIZ. 1'=20'....................................................................................... ..................................................... .. ....... ............. . IA,W ........... VERT. 1"=41 ........................................................................................................... . ..... ........... 275 275 09&%)'SWTNEY ffWm 012.P.f .... .. .. E1241NGK SAR SETR ............................... EMSIMG' GRATE....... rPROPOSED.GRADE.......................................................'(ASM r................ .. .. .. .... .. .. .. ..... ..... .. ..TOP. WL. ..... ..... ............. ............................. . , n p.. ..N .V........................... ... .. .. ..... .. .. .. ... �.......................... n ............ ....� .........................nR .. .TOE 11L .... .. ........ .......8 ..... .......... .. .... n ..�11i .. ..d ... .. ................. ....... .. .. .......... a�'i `•' .. ..$1'T .. ..2}9{.. .. ... ................... ..... .. .... T .. w 270 270Gloo 2+50.00 2+00 1+50.00 0+50.00 1+°°.,.... 2+90 1 GM 01131nn I Encompass ENGINEERING & SURVEYING wcO wadmimomn ct l 165 NE AMpv S6 .5Wm 201 • ImmNh. WA 90027 • Ph=: (425) 392-0 50 • F= (425) 391-30S5 EatAm waNnElon DMdoA 407 $ ftmkr BW. • Cle Elum. WA 99922 • Pho1W: (509) 6747433 • EWL ISM) 674-7419 X W 1+ ]HBO P SRI 28Z 1 < a 2821 T -2i '!I 2W MLY M1x 1 4 `I =74 i a 28109 Y SIDEWALK GRADING DETAIL (SHARED DRIVEWAY) 1. RETNNMG IWILS OAR hR IN E RECLINE A SEPARATE BLUM PERMIT 2. G9T£MIY LOG17ONS ARE APPAVDWIE ACTW. DRAEWAY LOCAIRNS AND COTBx4/R.ATDM TO BE DETERMINED WRING BIDING PERWT PROCLQ. a PRO a WDG YGE110E SURES SHALL BE PROVIDED PDR ALL PRI>oos 3 WFRiR11N)N OLOEAi1aAS PER N016EMO SWN W SHEET 4. BOTTOM FACE OF RETAINING WALLS TO K LOCATED W CONIPACTOR SO THAT ENCR04CHMENT GOES NOT WCtR DIM THE ADACENT PRDPERRES. awN+GE WE BEHIND THE WALL TO BE LOCATED NT1RN INE LOIS ASSODATED NTM THE WALL AND NOT D1TRN THE ADMCEAT PROPERDES UNLESS A PRIVATE OWN4GEAVALL FASnIENi 6 RECORDED. B ANY GR W NEEDS TO OCCUR 1"IN2N iNE ADAGENT PROPERTIES M RNSTALL i r PROPOSED ROCKERY WALLS, A SEPARATE IEMPOPARY CWSIRUCIION EASEMEM ILL BE REWIRED. 5. NNOR11AiLal GEV1L'6 FOR LOTS 1, 1, A J STALL BE DESIGNED ..... SSMN. OURRIG iNE IRNE OF BMD9lC PERMT MPNGIDN AND CONSTRUCTED �.- MMMM12 ... . M11H BUADwG PERMIT APPRO✓AL. SMALL M9RiRT1NW BASINS SIDNN -- ...p IF OF 1Y IE 9' N:275.22 285 ON LOTS 1, 2 0 J ARE FOR WGPRME PURIOSES ONL NW NY AND ARE BS _ _ _ IE &- 275.32 SNOTO DEMONSTRATEDRa. wSTRATE FFAS'IRTRY OF SIOFYWATER COFOR ...... _ _ ....... . THESE LoTS CENIERL9TE ..... ....L I 20.9 SIDEWALK GRADING DETAIL (LOT 4 DRIVEWAY) Y111E 1' 0- WINE! & COTTER- {" MA GLASS 1/2' PG 01 6' CRUSHED 295 STA. 0+4&97, 17.15LT Gs 7a nn FW�.s RIMa MVn201.66 (TYRO-S) MMA•20RM (147 INV" 29D25 (IrAD3-N It YF9Q 290 AVE ME .... 30 LF OF ur CBRIM"20214 . ... �4gSTORI SEWER,. IE 12' ADS2TA39 . 301 1 1 lei 1 rt 280 18' r ABERDEEN AVE NE SECTION NR ROAD SURFACE -� _Uu- e• 275 9' AID FROM O9 FOR PROPOSED do SMITMY SIDE SEWER . ■ NMY SIDTTED GRAN NRF■OA5 PR B"SMITMYSENER PROPOSED 9' WATER MAIN ... ... 270 GINNEOE PROPOSED tY STORN STEW TO OWING M7DI .. BRIM PER CITY 0 RENTTN REGIAREMENTS. 114�279.Qk ... . 265 EWI NG ELEVATION EY. W SANTARY SENF'R AuINO ROAD f .Ig ,yxd E. 260 0+00 0+50.00 1+00 1+20 ��A"7D� PROFILE OF ABERDEEN AVE NE STORM SEWER NOR¢ 1+ vERr. 1,4• THESE PUNS ARE AND THE INFQRMAWN SHORN R-391514 ACWRATELY REFLECTS DOSING FIELD COND17ION5 AS OF IHIS UMQ DA 2019 APPROVED FOR CONSTRUCTION 1 am-WWW f-If SUBJECT 10 ERRORS AND OMISSIONS Y IDE NrDRANr EH D M�yaY INS u69 WATER METER a BY: DATE: ■ GTCN Bl9N ■ ININASA nTRATaN z , s BY. OATS • GE EAN-O BY: DATE RETAMNG IOW. 0 5 1a 20 I.I Know what's below. ® SLOTTED am BY: DATE SCALE 1" = 20' Call before you dig.